Cochin International Airport Limited Tender
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Costs
EMD
₹ 20,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CIAL_670690_1Bid Award Id
ViewTender No
CIAL/CIVIL/597A/E18Tender Authority
Cochin International Airport Limited ViewPurchaser Address
-Website
http://https://cial.aero/
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Documents
BOQ Items
Earthwork 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 M2 on plan) including getting out and disposal of excavated earth within the vicinity of the site and lift from 1.50 m to 3.00m as directed by Engineer-in-charge.
AAll kinds of soil :- (for II Lift 1.5 - 3.0m) From 1.50 M to 3.00 M depth
27878
-
-
Earthwork 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 M2 on plan) including getting out and disposal of excavated earth within the vicinity of the site and lift from 3.00m to 4.50m as directed by Engineer-in-charge.
All kinds of soil :- (for III Lift 3.00 - 4.5m) From 3.00 M to 4.50 M depth
20293
-
-
Earthwork 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 M2 on plan) including getting out and disposal of excavated earth within the vicinity of the site and lift from 4.50m to 6.00m as directed by Engineer-in-charge.
All kinds of soil ::- (for IV Lift 4.5 - 6.00m)
From 4.5 M to 6.00 M depth
829
-
-
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 upto1.50m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.As per standards, specifications and directed by the Engineer-in-Charge.
All kinds of soil ( Including disintegrated rock / weathered rock / soft rock.):l:- (for I Lift 0.00- 1.50m) From 0.00M to 1.50 M depth
298
-
-
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 from 1.50m to 3.00m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. As per standards, specifications and directed by the Engineer-in-Charge.
All kinds of soil :- (for II Lift 1.5-3.0m) From 1.50M to 3.00 M depth.
20
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-
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 from 3.00 m to 4.50m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.As per standards, specifications and directed by the Engineer-in-Charge.
All kinds of soil :- (for III Lift 3.00- 4.5m) From 3.00M to 4.50 M depth
1430
-
-
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 from 4.50m to 6.00m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.As per standards, specifications and directed by the Engineer-in-Charge.
All kinds of soil ::- (for IV Lift 4.5-6.0m) From 4.50M to 6.00 M depth
4559
-
-
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 from 6.00 to 7.50m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.As per standards, specifications and directed by the Engineer-in-Charge.
All kinds of soil :- (for V Lift 6.00-7.50m) From 6.00M to 7.50 M depth
694
-
-
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 from 7.50 to 9.00m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.As per standards, specifications and directed by the Engineer-in-Charge.
All kinds of soil :- (for VI Lift 7.50-9.00m) From 7.50 M to 9.00 M depth
92
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers,consolidating each deposited layer by ramming and watering, lead upto 5kms and lift upto 1.5 m. As per standards, specifications and directed by the Engineer-in-Charge.
7740
-
-
Supplying and filling in plinth with M sand under floors, including watering, ramming, consolidating and dressing complete.As per standards, specification and directed by the Engineer-in-charge.
11770
-
-
Disposal of Earth/moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading and levelling the same for lead upto 5Km for all lifts,As per standards, specification and directed by the Engineer-in-charge.
76487
-
-
De-Watering - Extra rates for quantities of earth works, executed: In or under water and/or liquid mud, including pumping out water as required
From 3.00M to 4.50 M depth
12190
-
-
De-Watering - Extra rates for quantities of earth works, executed: In or under water and/or liquid mud, including pumping out water as required
From 4.50M to 6.00 M depth
8081
-
-
De-Watering - Extra rates for quantities of earth works, executed: In or under water and/or liquid mud, including pumping out water as required
From 6.00M to 7.50 M depth
2079
-
-
De-Watering - Extra rates for quantities of earth works, executed: In or under water and/or liquid mud, including pumping out water as required
From 7.50M to 9.00 M depth
411
-
-
Sheet Pilling
Driving M.S. sheet piles of any kind of approved type and size conforming to IS code in all kinds of soil/ soil mixed with gravel, shingle & pebbles, by monkey hammer including handling, cutting to requisite size, drilling holes, hoisting in position, welding, fabrication of sets of tapper piles, corner piles etc. with clutch bars as may be required including staging, scaffolding and hire charges of driving machinery and equipments, craping and cleaning piles, painting the sufrace with one coat of surface primer of approved make and brand and two coats of ready mixed oil bound paint (except red lead and black japan) etc including all cost of labours, supply and carriage of equipments to site (by any mean) as per drawing and direction of EIC but excluding the cost of sheet piles. Design of shoring shall be approved by engineer in charge before execution.
5644
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-
PILING WORKS EMPTY BORING measured from existing ground level 0.00 upto the capping beam bottom level as mentioned in the drawing or as per Engineer instructions at site.
Refer drawing NC/STR/CIAL-Z-101
For 500mm dia Piles
2444
-
-
PILING WORKS EMPTY BORING measured from existing ground level 0.00 upto the capping beam bottom level as mentioned in the drawing or as per Engineer instructions at site.
Refer drawing NC/STR/CIAL-Z-101
For 600mm dia Piles
1012
-
-
Cast in situ bored RCC Piles using Hydraulic Rotary Rigs
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine/ tractor mounted or Rotary Boring all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap)..
Refer drawing NC/STR/CIAL-Z-101
Pile depth as shown in drawing - For 500mm dia Piles
12033
-
-
Cast in situ bored RCC Piles using Hydraulic Rotary Rigs
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine/ tractor mounted or Rotary Boring all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).
Refer drawing NC/STR/CIAL-Z-101
Pile depth as shown in drawing - For 600mm dia Piles
4599
-
-
STATIC LOAD TEST Conducting Static load test (Reaction frame method) in accordence to IS 2911, on various pile diameters as specified in the drawing and specification including supply of structural steel, fabrication & erection of cantliedge, loading the cantiledge for specified capacity, suitable capacity crane for loading of cantiledge, acceleration and displacement / velocity transducers to record both force and velocity and including necessary excavation, dewatering, preparation (building) of pile head including building up of pile, additional reinforcement if any etc. all complete as per approved methodology, specifications, in strict accordance to the relevant code provisions, generation of the test reports and as per instructions of the Engineer for piles of following diameter and safe vertical load carrying capacity. For 500mm dia Piles
2
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-
STATIC LOAD TEST Conducting Static load test (Reaction frame method) in accordence to IS 2911, on various pile diameters as specified in the drawing and specification including supply of structural steel, fabrication & erection of cantliedge, loading the cantiledge for specified capacity, suitable capacity crane for loading of cantiledge, acceleration and displacement / velocity transducers to record both force and velocity and including necessary excavation, dewatering, preparation (building) of pile head including building up of pile, additional reinforcement if any etc. all complete as per approved methodology, specifications, in strict accordance to the relevant code provisions, generation of the test reports and as per instructions of the Engineer for piles of following diameter and safe vertical load carrying capacity.
Refer drawing NC/STR/CIAL-Z-101
For 600mm dia Piles
1
-
-
DYNAMIC PILE LOAD TEST Carrying out high strain Dynamic pile load test on bored reinforced concrete Cast-in-situ piles as per ASTM D 4945 and Institution of Engineers code to evaluate the pile capacity and structural integrity of pile including net and total settlement of under displacement the measured capacity along with other related tests and submission of report,including cost of all necessary excavation, deployment of suitable capacity crane back filling, disposal of material, equipment & labour, and chipping of piles / building of piles as the case may be including surface preparation to the complete satisfaction of the Consultant. The contractor shall submit the dynamic pile load test methodology / procedure to the consultant for his approval.
Refer drawing NC/STR/CIAL-Z-101
For 500mm dia Piles
13
-
-
DYNAMIC PILE LOAD TEST Carrying out high strain Dynamic pile load test on bored reinforced concrete Cast-in-situ piles as per ASTM D 4945 and Institution of Engineers code to evaluate the pile capacity and structural integrity of pile including net and total settlement of under displacement the measured capacity along with other related tests and submission of report,including cost of all necessary excavation, deployment of suitable capacity crane back filling, disposal of material, equipment & labour, and chipping of piles / building of piles as the case may be including surface preparation to the complete satisfaction of the Consultant. The contractor shall submit the dynamic pile load test methodology / procedure to the consultant for his approval.
Refer drawing NC/STR/CIAL-Z-101
For 600mm dia Piles
5
-
-
PILE INTEGRITY TEST Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.
Note :- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project.
For 500mm dia Piles
397
-
-
PILE INTEGRITY TEST Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.
Refer drawing NC/STR/CIAL-Z-101
Note :- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project.
For 600mm dia Piles
110
-
-
Providing Pre-construction Anti-termite treatment and creating a chemical barrier to the building by injecting chemical emulsion of required concentration under grade slab and grade beam and below the ground level as well as outside alround the building at plinth level etc as per the instructions of manufacturer and as directed by the Engineer-in-charge. The treatment shall be carried out strictly in accordance with the technical specification and conforming to IS 6313 or equivalent BS specification. The chemical to be used as insecticide for the treatment and the application shall be diluted 1 part of chemical with 49 parts of water to get 0.05% emulsion and strictly in accordance with the manufacturer’s specification. The work should be carried out by an approved and registered specialist pest control agency only. Tenderer to furnish the name of the proposed specialist firm. A 10 years post application guarantee against defects shall be furnished by the main Contractor.
Note : Horizontal plan area at ground floor level of the building will be measured and paid. The chemical to be used for the treatment and concentration of the chemical solutions should be as laid down in IS - 6313 Part II as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge.
13423
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-
PLAIN CEMENT CONCRETE
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All works upto plinth level. 1:3:6 (1 Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size derived from natural sources) As per standards, specifications and directed by the Engineer-in-Charge.
1632
-
-
REINFORCED CEMENT CONCRETE BELOW PLINTH LEVEL - M30
Providing and laying in position ready mixed or site batched design mix cement M30 concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level with minimum cement content 410 Kg per Cum
9022
-
-
REINFORCED CEMENT CONCRETE BELOW PLINTH LEVEL - M40
Providing and laying in position ready mixed or site batched design mix cement concrete M40 for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. with minimum cement content 440 Kg per Cum
435
-
-
REINFORCED CEMENT CONCRETE ABOVE PLINTH LEVEL - M25
Providing and laying in position ready mixed or site batched design mix cement M25 concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. with minimum cement content 400 Kg per Cum
230
-
-
REINFORCED CEMENT CONCRETE ABOVE PLINTH LEVEL - M30
Providing and laying in position ready mixed or site batched design mix cement concrete M30 for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;with minimum cement content 410 Kg per Cum
2465
-
-
REINFORCED CEMENT CONCRETE ABOVE PLINTH LEVEL - M40
Providing and laying in position ready mixed or site batched design mix cement concrete M40 for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. with minimum cement content 440 Kg per Cum
702
-
-
REINFORCED CEMENT CONCRETE ABOVE PLINTH LEVEL - M15
Providing and laying in position ready mixed or site batched design mix cement concrete M15 for cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
24
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-
REINFORCEMENT STEEL WORKS BELOW PLINTH LEVEL
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding with 16 gauge binding wires. all complete including cost, conveyance, lead, lift of all nmaterilas of all types of RCC Works as per drawing/ specifications, upto highest plinth level with Thermo-Mechanically Treated bars of grade Fe-500D or more.As per standards, specification and directed by the Engineer-in-charge.
1497680
-
-
REINFORCEMENT STEEL WORKS ABOVE PLINTH LEVEL
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding with 16 gauge binding wires. all complete including cost, conveyance, lead, lift of all nmaterilas of all types of RCC Works as per drawing/ specifications, above highest plinth level with Thermo-Mechanically Treated bars of grade Fe-500D or more.As per standards, specification and directed by the Engineer-in-charge
426830
-
-
SHUTTERING WORKS BELOW PLINTH LEVEL
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. As per standards, specification and directed by the Engineer-in-charge
3062
-
-
SHUTTERING WORKS BELOW PLINTH LEVEL
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. As per standards, specification and directed by the Engineer-in-charge.
Regular Column
2172
-
-
SHUTTERING WORKS BELOW PLINTH LEVEL
Centering and shuttering including strutting, propping etc. and removal of form for Shuttering in Circular Column. As per standards, specification and directed by the Engineer-in-charge.
Circular Column
857
-
-
SHUTTERING WORKS BELOW PLINTH LEVEL
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers . As per standards, specification and directed by the Engineer-in-charge.
Beam (upto Ground Floor), Pile Cap Tie Beam
7072
-
-
SHUTTERING WORKS BELOW PLINTH LEVEL
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. As per standards, specification and directed by the Engineer-in-charge.
10928
-
-
SHUTTERING WORKS BELOW PLINTH LEVEL
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. As per standards, specification and directed by the Engineer-in-charge.
11245
-
-
SHUTTERING WORKS BELOW PLINTH LEVEL
Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) As per standards, specification and directed by the Engineer-in-charge.
592
-
-
SHUTTERING WORKS ABOVE PLINTH LEVEL
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. As per standards, specification and directed by the Engineer-in-charge.
Regular Column
3876
-
-
SHUTTERING WORKS ABOVE PLINTH LEVEL
Centering and shuttering including strutting, propping etc. and removal of form for Shuttering in circular Column. As per standards, specification and directed by the Engineer-in-charge.
Circular Column
1624
-
-
SHUTTERING WORKS ABOVE PLINTH LEVEL
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. As per standards, specification and directed by the Engineer-in-charge.
5458
-
-
SHUTTERING WORKS ABOVE PLINTH LEVEL
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.As per standards, specification and directed by the Engineer-in-charge.
6611
-
-
SHUTTERING WORKS ABOVE PLINTH LEVELCentering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings).. As per standards, specification and directed by the Engineer-in-charge.
405
-
-
SHUTTERING WORKS ABOVE PLINTH LEVEL
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. As per standards, specification and directed by the Engineer-in-charge.
625
-
-
Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).
Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
23634
-
-
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete at all heights. Painting steel work with two or more coats of Synthetic enamel paint of Ist quality and approved colour to give an even shade over two coats of zinc chromate primer (70 micron) including, filling the joint welding with metal paste and cleaning the surfaces, Working platfrom/scaffolding & the DFT test of primer & paint etc; complete all as per specifications (Rate to include cost of zinc chromate primer also). Complete at all levels and locations.As per standards, specification and directed by the Engineer-in-charge.
90000
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and Painting steel work with two or more coats of Synthetic enamel paint of Ist quality and approved colour to give an even shade over two coats of zinc chromate primer (70 micron) including, filling the joint welding with metal paste and cleaning the surfaces, Working platfrom/scaffolding & the DFT test of primer & paint etc; complete all as per specifications (Rate to include cost of zinc chromate primer also). Complete at all levels and locations.As per standards, specification and directed by the Engineer-in-charge.
74500
-
-
Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately).As per standards, specification and directed by the Engineer-in-charge
1781
-
-
Supply & Installation of Modular side fixed glass balustrade system of 15.52mm thk clear toughened laminated glass supported with through-hole fixation, 4 nos Ø50mm X 30mm cylindrical glass adaptors (MOD 0749) of AISI 304 per Glass panel with all fixing points at max. c/c 1200 mm etc complete with necessary rubber bidding, Ø 42.4x 2mm thk SS304 Handrail pipe along with stemkey,turns & bend. Railing height at the Staircase will be 1000mm. The Rate Inclusive of Material Supply - cost for MOD 0749 profile including EPDM rubber,Caprail, End caps Glass Supply - 15.52mm thk Clear Toughened Laminated Glass(8mm + 1.52PVB + 6mm toughened laminated glass) including installation with all fittings and Scaffolding etc., complete at all levels as per the engineer in charge. Note: Shop drawing to submitt for approval .As per standards, specification and directed by the Engineer-in-charge
69
-
-
Providing and fixing window security grills of approved dia bars, welded vertically & horizontally with equal centre to centre or of approved pattern and design, consisting of MS angles/flats and bars securely fixed with angle cleats and embedded to the wall, slabs as per site condition and as directed at site including painting the grill with two coats of synthetic enamel paint over a coat of primer all complete.As per standards, specification and directed by the Engineer-in-charge
240
-
-
Providing and fixing MS hand railing made of hollow section, flats etc., including welding, grinding and making curvature (wherever required) of required size, and painting with approved shade and fixed on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge.
440
-
-
Providing and fixing Stainless steel (Grade 304) railing made of hollow tubes, channels, paltes etc., including welding, grinding, buffing,polishing and making curvature (whever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fastners, stainless steel bolts etc. , of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge
Note: Shop drawing to submitt for approval .
375
-
-
Floor-to-Floor Joint Systems: Supply and Installation of expansion joint covers which is designed to accomodate pedestrian load and the system will provided thermal and seiesmic movement.Al floor to floor flat model, for 25mm expansionjoints aluminium cover profiles having a hard wearing,maintainence free long lasting design having smooth surface. The expansion joint should have large movement capacity +/- 10mm. the design of expansion joint covershould be suchthat it should avoid any accumalation of dirt. The expansion joint cover should have an semitic and non bump with minimum expose surface . The surface of the system should be in the mill finish. The total visible width of the profile should not be more thsn 37mm (+/- 5mm). The system should be capable of heavy load capacity upto 600 KN load. .All material and labour complete in all respects. , Single source 10 years supply and Installation warranty. As per standards, specification and directed by the Engineer-in-charge
158
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-
Wall to Wall/corner ceiling to ceiling/corner (Interior & Exterior )Joint Systems: Supply and Installation of surface-mounted metal wall and ceiling cover is designed for interior applications where low maintenance or tamper-resistant applications are desired. The joints shall be of extruded aluminium base members ,self aligning /centring arrangement and support plates as per ASTm B221-02. The material shall be such that it provides an expansion joints system suitable for vertical wall to wall/ wall to corner application, with no slipping down tendency amongst the componenetrs of the joint system . The Joint system shall utlize light weight aluminium profiles exhibiting minimal exposed aluminium surfaces mechanically snap locking the multicellular to facilitate movement. ( Material shall conform to ASTM 6063) Single source 10 years supply and Installation warranty As per standards, specification and directed by the Engineer-in-charge
152
-
-
Providing and applying water/moisture barier (for external expansion joint treatment) after proper surface preparation to remove loose mortars, dust, foreign particles from joints, fixing of tightly packed closed cell polyethylene based back up rod or filler board to ensure no gaps or voids exists, mask face edge of the joint using masking tape for neat finish, mixing of Chemical adhesive of tape– Two part Epoxy Adhesive using slow speed drill till get homogeneous mix, apply it to prepared joint 1-2mm thick with notched trowel or putty blade, tooled to a smooth finish and finally fixing of Seal Tape– Flexible expansion joint membrane available in 1mm thickness and 150 mm wide exhibiting superior mechanical properties like, Elongation 500%, Tensile Strength 12N/mm2, Tear Strength 200N above joint followed by another layer of epoxy adhesives as complete as per manufacturer’s specification.
For joint over end laps, the overlaps surfaces must be clean, wiped and lapped with 100 mm overlap. After application the system should be allowed to cure for 7 days.
As per standards, specification and directed by the Engineer-in-charge
30
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-
Providing, placing and fixing in position PVC board of 100 kg/cum density at all expansion joints and separation joints and wherever specified to the required sizes, shapes, etc., complete. 25mm thick As per standards, specification and directed by the Engineer-in-charge
195
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-
WATERPROOFING WORK PILE CAP ENCAPSULATION Providing and carry out pile cap treatment after carry out proper surface preparation to remove loose concrete, standing water, dust etc. The concrete surface must be free of standing water, debris and mud etc. Carry out pile cap reprofiling using Micro Concrete and allow the same to water cure for approx. 3 days followed by fixing of Double Side adhesive tape of 100mm width in such a way to cover 80mm on PCC and 20mm on pile vertical surface, application of epoxy grout in approx. 10 mm thickness over pile cap followed by application of Single Sided adhesive tape on vertical side of the piles overlapping double sided tape before laying HDPE Membrane etc. complete.
As per standards, specification and directed by the Engineer-in-charge
For 500 mm dia
(This shall be carried out by speciliazed agency having sufficient experince in the above work and ensure a warranty of 10 years. only skilled and experienced persons shall be employed for this work)
573
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-
WATERPROOFING WORK PILE CAP ENCAPSULATION Providing and carry out pile cap treatment after carry out proper surface preparation to remove loose concrete, standing water, dust etc. The concrete surface must be free of standing water, debris and mud etc. Carry out pile cap reprofiling using Micro Concrete and allow the same to water cure for approx. 3 days followed by fixing of Double Side adhesive tape of 100mm width in such a way to cover 80mm on PCC and 20mm on pile vertical surface, application of epoxy grout in approx. 10 mm thickness over pile cap followed by application of Single Sided adhesive tape on vertical side of the piles overlapping double sided tape before laying HDPE Membrane etc. complete.As per standards, specification and directed by the Engineer-in-charge.For 600 mm dia
(This shall be carried out by speciliazed agency having sufficient experince in the above work and ensure a warranty of 10 years. only skilled and experienced persons shall be employed for this work)
219
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-
BASEMENT & TANK BASE WATERPROOFING.
Supplying and installing 1.5mm composite thick fully bonded pre-applied weldable grade HDPE membrane having tensile strength of bare HDPE film greater than 25 MPa (As per ASTM D412), elongation of bare HDPE film greater than 400% (As per ASTM D412), puncture resistance greater than 1000N (As per ASTM E154), resistance to hydrostatic pressure head greater than 70m (As per ASTM D 5385), low temperature flexibility at -25 degree C (As per ASTM D1970), peel adhesion to concrete more than 880N/m (As per ASTM D 903), lap peel adhesion greater than 15000 N/m (As per ASTM D1876), water vapour transmission of 0.03 perms (As per ASTM E96) and water absorption less than 0.5% (As per ASTM D570). The HDPE membrane shall be tested as per EN 13251:2016 and shall be passed for durability test of 25 years and also conforming to requirements of IS 16471:2017 Type A protection of UG waterproofing structures. The HDPE membrane should be of minimum 2.4mx20m roll size, to reduce the number of joints, with minimum 75mm wide factory made selvedge along the side laps and comprising of an HDPE layer and a pressure sensitive adhesive layer which is covered by a weather proof protective and trafficable granular layer to protect self adhesive polymer layer. The membrane shall be taken up to minimum 100mm on the vertical within the shuttering of the footings, Grade slab , Raft slab or in case of any confined wall areas up to the full height of the confined portion of the retaining wall . The membrane shall be of a special HDPE grade with overlaps that should be hot air fusion welded on site to ensure fool proof joints.
(This shall be carried out by speciliazed agency having sufficient experince in the above work and ensure a warranty of 10 years. only skilled and experienced persons shall be employed for this work)
17278
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-
LIFT PIT & TANK WALL EXTERNAL WATERPROOFING Providing and laying 1.5 mm thick SBS modified self adhesive waterproofing membrane topped with HDPE film having tensile strength of minimum 3.5 MPa (As per ASTM D412-06), minimum elongation of 180% (as per ASTM D412-06), Puncture resistance of 200 N (as per ASTM E154) and resistance to hydrostatic pressure head greater than 60m (As per DIN 1048). The system includes base preparation of cleaning, brushing and removal of flacky materials, construction joint treatment, proper coving between slab and wall junctions and priming the surface with cold applied bituminous primer, followed by application of SBS membrane. The SBS membrane should be sealed properly at joints & maintaining 75 mm overlap between the membrane selvedge & 100 mm overlap on the end joints of the membrane over the surface etc as per manufacturers specification and methodology.
Termination: The SBS membrane should be terminated at top using aluminium strip flashing with fasteners and the joint should be sealed with PU Sealant/ Polysulphide sealant. As per standards, specification and directed by the Engineer-in-charge
(This shall be carried out by speciliazed agency having sufficient experince in the above work and ensure a warranty of 10 years. only skilled and experienced persons shall be employed for this work)
846
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-
Protection to the waterproofing system against backfilling:
Providing & Fixing of 8mm thick dimple board of compressive strength not less than 200kN/m2 .As per standards, specification and directed by the Engineer-in-charge
(This shall be carried out by speciliazed agency having sufficient experince in the above work and ensure a warranty of 10 years. only skilled and experienced persons shall be employed for this work)
3962
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-
RETAINING WALL WATERPROOFING Supplying and applying two component, instant setting, 100% solids spray applied hybrid polyurea polyurethane liquid applied elastomeric seamless waterproofing membrane meeting the requirements of LAM as per ASTM C836 and having excellent tensile strength of 15MPa (As per ASTM D412), elongation more than 450% (as per ASTM D 412), tear strength of 60 Kn/m (As per ASTM D1004/ASTM D624), adhesion to concrete of 2MPa (as per ASTM D 4541), abrasion resistance of 60mg loss (1 Kg,CS 10 Wheels,1000 cycles - As per ASTM D4060), Shore A Hardness of 85 (As per ASTM D2240), resistance to hydrostatic pressure head of 7 Bar (As per ASTM D 5385/ DIN 16726), puncture resistance of 1000N (As per ASTM E154), water vapour permeability of 25 mg/m2/day (As per ASTM E96), Impact resistance of 17 N.m (As per ASTM D2794), Low temperature crack bridging ability up to 3.2mm (As per ASTM C 1305), dynamic crack bridging ability class B 3.2 (as per EN 1062-7 Method B- B3.2) with no crack observed in the coating after 20000 sinusoidal cycles, resistance to root (As per CEN TS/14416) and fire resistance of class B (As per EN 13501-1). The coating shall be applied with a total consumption of 1.6 Kg/Sqm to achieve a total system DFT of 1.5 mm, thereby satisfy the requirements of LAM as per ASTM C898 and shall be applied on the entire vertical surface of the retaining wall.
The system includes base preparation of cleaning, brushing and removal of flacky materials, grouting the porous area with cementitious grout, proper coving between slab and wall junctions and priming the surface with two component solvent free epoxy primer which is applied with a consumption of 200 grams per Sqm, followed by spray application of hybrid polyurea waterproofing coating.
(This shall be carried out by speciliazed agency having sufficient experince in the above work and ensure a warranty of 10 years. only skilled and experienced persons shall be employed for this work)
3116
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-
TANK INTERNAL WATERPROOFING Providing and applying 2 coats of Non Sag PU Coating after mixing the two components. It shall be applied in two coats by roller only @ 1.4 kg/sq.m. (0.5 kg/sq.m. in 1st coat and remaining in 2nd coat). Gap between the two coats application shall not exceed 12 hours. The coating shall have solids content of 100%, Elongation of 100% & Tensile Strength 10Mpa as per ASTM D412, Hardness 40 as per ASTM D 2240, Hydrostatic Pressure resistance of 5bar as per EN12390, Adhesion to concrete 1.5Mpa as per ASTM D7234 and Water Absorption 0.5 % as per ASTM D570, Certified by CFTRI as per 21 CFR 175 – 300 of US – FDA for potable water contact all as per manufacturers' specification, etc, complete. The system includes base preparation of cleaning, brushing and removal of flacky materials, grouting the porous area with cementitious grout, sealing the minor cracks, proper coving between slab and wall junctions and priming the surface with water based primer at 100 grams/Sqm, followed by the application of waterproof coating.The rate shall include saw cuting (approx 6mm W x 10 mm D) at 3MX4M panels and filling the groove with PU sealant, and making angle fillet of 100mmX100mm using M20 grade concrete at the corners after screed concrete (Screed shall be paid separtely).As per standards, specification and directed by the Engineer-in-charge..As per standards, specification and directed by the Engineer-in-charge.
(This shall be carried out by speciliazed agency having sufficient experince in the above work and ensure a warranty of 10 years. only skilled and experienced persons shall be employed for this work)
2426
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-
Vertical protection : Supplying and applying 15mm thick polymeric waterproof plastering with CM 1:4 admixed with integral waterproofing compound at 0.2litre/bag of cement.As per standards, specification and directed by the Engineer-in-charge
(This shall be carried out by speciliazed agency having sufficient experince in the above work and ensure a warranty of 10 years. only skilled and experienced persons shall be employed for this work)
1063
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-
LIFT PIT INTERNAL WATERPROOFING Providing and applying two coats of crystalline waterproofing coating, with bulk density 1.35 -1.55 g/cc, water permeability NIL (As per BS EN 12390 Part 8:2000), Resistance to water pressure head up to 40 meters, applied in two coats at 0.75kg/coat as per manufacturer’s specifications. The 1st coat shall be applied to the prepared surface. Whilst the 1st coat is still “green” the second coat shall be applied. The slurry coatings shall be applied with a stiff masonry brush or stiff broom and worked into every irregularity on the surface including curing etc.
The system includes base preparation of cleaning, brushing and removal of flacky materials, grouting the porous area with cementitious grout, sealing the minor cracks, proper coving between slab and wall junctions and pre-wetting the surface to attain SSD condition before application of the waterproofing coating, followed by the application of 2 coats of crystalline waterproofing coating. As per standards, specification and directed by the Engineer-in-charge.
(This shall be carried out by speciliazed agency having sufficient experince in the above work and ensure a warranty of 10 years. only skilled and experienced persons shall be employed for this work)
98
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-
TOILETS WATERPROOFING Market Rate
Providing and applying two component high performance polymer modified cementitious waterproofing coating, having minimum elongation of 120%, Tensile strength 1 N/mm2 (As per ASTM D412), Water Vapour Transmission 0.7 Perms (As per ASTM E96), Adhesion Strength 1 Mpa (As per ASTM D 7234), Crack bridging up to 2mm (As per ASTM C836) and food grade certification by CFTRI, including reinforcing the coating with 45gsm glass fibre mesh at all corners. The coating shall be applied with a total consumption of 2 Kg/Sqm in two coats on the entire horizontal and vertical surface as per manufacturer's specification and methodology. The system includes base preparation of cleaning, brushing and removal of flacky materials, grouting the porous area with cementitious grout, sealing the minor cracks, proper coving between slab and wall junctions and pre-wetting the surface to attain SSD condition before application of the waterproofing coating, followed by the application of waterproof coating.As per standards, specification and directed by the Engineer-in-charge
(This shall be carried out by speciliazed agency having sufficient experince in the above work and ensure a warranty of 10 years. only skilled and experienced persons shall be employed for this work)
371
-
-
STP INTERNAL WATERPROOFING
Providing and applying two component high performance polymer modified cementitious waterproofing coating, having minimum elongation of 120%, Tensile strength 1 N/mm2 (As per ASTM D412), Water Vapour Transmission 0.7 Perms (As per ASTM E96), Adhesion Strength 1 Mpa (As per ASTM D 7234), Crack bridging up to 2mm (As per ASTM C836) and food grade certification by CFTRI, including reinforcing the coating with 45gsm glass fibre mesh at all corners. The coating shall be applied with a total consumption of 2 Kg/Sqm in two coats on the entire horizontal and vertical surface as per manufacturer's specification and methodology. The system includes base preparation of cleaning, brushing and removal of flacky materials, grouting the porous area with cementitious grout, sealing the minor cracks, proper coving between slab and wall junctions and pre-wetting the surface to attain SSD condition before application of the waterproofing coating, followed by the application of waterproof coating. The rate shall include saw cuting (approx 6mm W x 10 mm D) at 3MX4M panels and filling the groove with PU sealant, and making angle fillet of 100mmX100mm using M20 grade concrete at the corners. After screed concerete (Screed shall be paid separtely).As per standards, specification and directed by the Engineer-in-charge.
(This shall be carried out by speciliazed agency having sufficient experince in the above work and ensure a warranty of 10 years. only skilled and experienced persons shall be employed for this work)
1764
-
-
Vertical protection : Supplying and applying 15mm thick polymeric waterproof plastering with CM 1:4 admixed with integral waterproofing compound at 0.2litre/bag of cement.
1030
-
-
Final chemical resistant epoxy finish for STP: Supplying and applying two coats of high chemical resistant and abrasion resistant coal tar epoxy resin coating, having adhesion to concrete up to 1.4 Mpa (As per ASTM D4541) applied at 500 grams/Sqm in 2 coats (250 grams/Sqm/coat)..As per standards, specification and directed by the Engineer-in-charge.
(This shall be carried out by speciliazed agency having sufficient experince in the above work and ensure a warranty of 10 years. only skilled and experienced persons shall be employed for this work)
1764
-
-
ROOF & PODIUM WATERPROOFING
Providing and applying 2 component liquid applied, high build elastomeric polyurethane waterproofing system which complies to ASTM C 836 for the minimum thickness of 1.5 mm DFT. This shall be applied at a coverage @ 2.0-2.1 kg/m2 to achieve minimum DFT of 1.5 mm using metal scrapper. The coating shall be applied on the entire horizontal surface and 300mm above FFL on vertical surface. The product shall be exhibiting properties i.e. Solids by Volume : 98%, Tensile strength (ASTM D412) : 6 N/mm2, Elongation (ASTM D412) : 600%, Tear Resistance (ASTM D624) : 35 N/mm, Shore A Hardness (ASTM D2240): 70, Bond Strength to concrete (ASTM D 7234) - 1.5 Mpa, Crack Bridging ability(Static) (EN 1062-7)- 3.5 mm, Puncture Resistance (ASTM E154) - 300 N, Resistance to hydrostatic head (ASTM D5385) - 70 Mtr, Root Resistance (CEN TS/14416) : Pass & Dynamic Crack Bridging (EN 1062-7, Method B-B 3.2) 20000 cycles at (-20 °C): Pass.
The system includes base preparation of cleaning, brushing and removal of flacky materials, grouting the porous area with cementitious grout, proper coving between grade slab and retaining wall junctions and priming the surface with moisture insensitive epoxy primer applied with a total consumption of 200 gms/Sqm, followed by application of polyurethane coating in two coats. The rate shall include Supplying and applying protective geo textile fabric of 120 GSM over the entire membrane with proper overlaps and including saw cuting (approx 6mm W x 10 mm D) at 3MX4M panels and filling the groove with PU sealant, and making angle fillet of 100mmX100mm using M20 grade concrete at the corners. The screed concerte shall be measured separetely. As per standards, specification and directed by the Engineer-in-charge.
(This shall be carried out by speciliazed agency having sufficient experince in the above work and ensure a warranty of 10 years. only skilled and experienced persons shall be employed for this work)
11665
-
-
Supply & Fixing of 8 to 10mm thick thermally bonded polypropylene geotextile laminated dimpled drain board CE certified having compressive strength not less than 400kN/m2 (as per ISO 25619-2) , drainage capacity of 3.5 l/(ms) (as per ISO 12958) and puncture resistance of 1250N (as per ISO 12236).As per standards, specification and directed by the Engineer-in-charge.
(This shall be carried out by speciliazed agency having sufficient experince in the above work and ensure a warranty of 10 years. only skilled and experienced persons shall be employed for this work)
2745
-
-
MASONARY WORKS - Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 100 mm/ 125 mm thick with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor at all levels in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry . As per standards, specification and directed by the Engineer-in-charge.
32
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-
MASONARY WORKS - Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 150mm/230mm/300 mm thick with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at every 1.2m with approved block laying polymer modified adhesive mortar all complete As per standards, specification and directed by the Engineer-in-charge.(The payment of RCC band and reinforcement shall be made for separately).
1659.1
-
-
Providing and laying cement 12mm thick plaster on surfaces with fine sand including curing etc for internal walls including toilet area.Including cost and conveyence of materials, labour, scaffolding charges etc. At all levels. And as per standards, specification and directed by the Engineer-in-charge..
1:6 (1 cement : 6 fine sand)
1151
-
-
Providing 6mm thick cement plaster on surfaces with fine sand including curing etc for ceiling. Including cost and conveyence of materials, labour, scaffolding charges etc. At all levels. And as per standards, specification and directed by the Engineer-in-charge.
1:3 (1 cement: 3 fine sand)
2268
-
-
Providing 12 mm cement plaster finished with a floating coat of neat cement of mix for Wall /RCC surfaces.Including cost and conveyence of materials, labour, scaffolding charges etc. At all levels. And as per standards, specification and directed by the Engineer-in-charge..
1:4 (1 cement : 4 fine sand)
9447
-
-
Plastering Work - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. Including cost and conveyence of materials, labour, scaffolding charges etc. At all levels. And as per standards, specification and directed by the Engineer-in-charge.
3717
-
-
Providing and fixing one layer of GI chicken mesh of 24 guage including fixing with nails extra at the junction of brick masonry and rcc or at any other place including cost and conveyence of materials, labour, scaffolding charges etc. As per standards, specification and directed by the Engineer-in-charge.
320
-
-
Providing and mixing extra for water proofing material in cement plaster work in proportion recommended by the manufacturers.Including cost and conveyence of materials, labour, scaffolding charges etc. At all levels. And as per standards, specification and directed by the Engineer-in-charge.
372
-
-
JOINERY WORKS
Supplying , providing and fixing in position first Solid wood frames of size 100x60mm, 42mm thick Marine grade Flush Double shutters phenol bonded with both side cladded with 1mm thick laminate of approved shade, all as per design shown on the drawing including cost of beading , teak wood lipping and if any,complete. The rate should be inclusive of PU polish for frame and laminate for shutter to approved shade & complete.Door Hardware & Iron mongery shall be under the scope of contractor for smooth installation, All to be approved hardware by the architect/client. The job shall be completed in all aspects as shown in the architecture drawing and as specified by the Engineer including all other necessary related works as specified and as directed.
Refer drawing AR/TD/102,AR/TD/103,AR/TD/104,AR/TD/105
The rate inclusive of providing a) 8nos - of Ball bearing butt hinges 100X75X3mm, SS304 - Rs 350/Each
b) 2 No - Concealed Door Closer slide Arm channel - 01 no's - Rs. 6800/ Each
c) 2 No - Door Stopper - Rs.300 / Each
d) 2 No - Flush tower bolt - Rs.100 / Each
e) 1 No - Door viewer - Rs. 450./ Each
f) 1 No - Door lock with handle per drawing - Rs.1100 / Each.
D1 - 1500 mm x 2400 mm
8
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-
Supplying , providing and fixing in position first Solid wood frames of size 100x60mm, 42mm thick Marine grade Flush single shutters phenol bonded with both side cladded with 1mm thick laminate of approved shade, all as per design shown on the drawing including cost of beading , teak wood lipping etc,complete. The rate should be inclusive of PU polish for frame and laminate for shutter to approved shade & complete.The rate shall include Door Hardware & Iron mongery, All to be approved hardware by the architect/client. The job shall be completed in all aspects as shown in the architecture drawing and as specified by the Engineer including all other necessary related works as specified and as directed.
The rate inclusive of providing a) 4nos - of Ball bearing butt hinges 100X75X3mm, SS304 - Rs 350/Each
b) 1 No - Concealed Door Closer slide Arm channel - 01 no's - Rs. 6800/ Each
c) 1 No - Door Stopper - Rs.300 / Each
d) 1 No - Flush tower bolt - Rs.100 / Each
e) 1 No - Door viewer - Rs. 450./ Each
f) 1 No - Door lock with handle per drawing - Rs.1100 / Each.
Door Size - D2 (1200mm x 2400mm) D3 (1000mm x 2100mm),D4 (900mm x 2100mm)
68
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-
Supply and fixing of Double leaf glass door of size 2000x2400 mm with patch fittings: Providing, fabricating and installing at site Double leaf door consisting of 10 mm thick clear laminated toughened glass of approved brand like (with Glass mounting option) including stainless steel patch fittings: Bottom patch SS size 161 x 51 mm with SS Floor Spring Fixed Spindle With SS Cover Plate,90° Hold-Open of standard spring strength , top patch SS size 161 x 51 mm, lock patch with key cylinder size 148 x 43 mm radius of 10 mm, H/D- Type door handle back to back mounted of grade SS- 202 size 300 x 25 mm with dome shaped floor mounted door stopper of required number, clamp fixing (if required) and complete as per the approved architectural drawings and as per standards, specification and directed by the Engineer-in-charge.
Refer drawing AR/TD/102,AR/TD/103,AR/TD/104,AR/TD/105
Note 1. Patch fittings shall be fixed to floor/ wall/ Wooden framework/Ceiling. Rate shall be inclusive of Scaffoldings. Note 2. Consumption of Silicone sealant shall not be less than 75 ml/ Running mt of groove. Note 3. Mode of measurement: The length and width of the finished work shall be measured to its nearest centimetre and area calculated in sqm upto two decimal. Note 4. Size of door may vary marginally as per the site condition. Size : 2000mm x 2400mm.
Purchase Rate of Patch fittings - Rs 1000.
Purchase Rate of Patch Lock - Rs.1600.
Purchase Rate of H Type Btb Entrance Handles 450Mm - Rs 2600.
255
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-
Providing and fixing of Medium Duty hollow metal fire rated doors as per IS 3614: 2021, for 120min integrity only. Pressed galvanized steel confirming to IS 277 with the following specification.Recommended fire door shall be tested as per IS 17518 (Part 1) from Exova/TBW/CBRI approved lab.Labled fire doors shall be with fire rated hardware and vision panel all as a complete assembly. Proper label confirming the type of door and the hourly rating is mandatory.As per standards, specification and directed by the Engineer-in-charge.
FD : 1200mm x2400mm , MS1 1500x2400mm,MS - 1200mmX2400mm
76
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-
Providing and fixing of Standard duty Hollow metal doors confirming to IS 16074 & IS 4351 made of pressed galvanized steel confirming to IS 277 with the following specification. Doors shall be with vision glass and louver as a part of complete assembly.Multipurpose Door FHC Single leaf of size 1200x1500mm with following Specification,As per standards, specification and directed by the Engineer-in-charge.
a.5 Knl, Ball bearing hinges size 4"x3"x3mm, SSS finish, Set of 6 nos
b.Mortise shaft lock, H7, 57 BS, SSS finish , 1nos
c.Flush pull handle CH 120S, 120mmx40mm,SSS finish, set of 2nos
d.Concealed flush bolt -300mm , 1 nos
e. Vision panel of Size 200-800mmx800-1100mm
f. Foam tape single adhesive 4mm thick
g. Non fire rated seal for grooved frame profile. As per standards, specification and directed by the Engineer-in-charge.
Refer drawing AR/TD/102, AR/TD/103, AR/TD/104, AR/TD/105
Multipurpose Door FHC Single leaf of size 1200x 1500mm with following Specification,As per standards, specification and directed by the Engineer-in-charge.
DD 900x1500mm, DD-1 600x1500mm,
58
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-
Automatic Sliding Door : Supply, fixing, installation & commissiong of Automatic sliding glass door: Supplying, fixing and installation of Automatic Sliding Glass Door horizontal sliding type. Opening speed of door 45cm/sec/leaf and closing speed is 12-45cm/sec/leaf (adjustable). The door components are Aluminum profiled frame with Glazed panel, Stainless steel rail with Automation system, Hardwares and accessories. size of the door opening. Panel Profile: Precisely designed light weight Aluminum extruded frame sections with provision to fix glass panels. Door Panel: High clarity 10 mm thk clear laminated toughened glass encased in aluminum frame. Top Rail : Durable and anti corrosive Stainless Steel rail highly resistant to damage. Hanger Block: Specially designed Hanger block is equipped with a self cleaning plastic brush and 2 nos rollers of 38 mm Dia. Hanger block with special features of double bearing mechanism, Adjustable bearing mechanism and Automatic balance mechanism. Pulley Unit : Designed to adjust the door movement. Hood Cover: Aluminum Hood cover. Automation System: Electric Drive: High performance Permanent Magnet brushless Automation system encased in aluminum case with stainless steel rail. Driving Timer belt : S8M-10mm width. Motor rating power : 45 Watt and starting power : 180 Watt, Temperature range -20 °C to + 60 ° C. Control: Self monitoring device controlled by micro processor having advance servo control technology. Safety sensing mechanism to stop door closing if object caught in doors. Control integerated with advance features. Effectively designed Auto Reverse System should comprises of Full Range reverse and High Sensitive reverse. Advanced Digital MCU servo control assures slow movement when door closes to gap of 5 cm. In case of power failure, door can be operated manually. Operating Accessory : Push Button, Microwave rader on other side, Key switch, Function switch-open-auto-exit-close, Battery pack UPS, Electronic motor lock. Facility to synchronise access control card, Remote control with receiver. Safety Accessories : Safety photocell, flashing light, Flashing light with alarm.As per standards, specification and directed by the Engineer-in-charge.
Refer drawing AR/TD/102,AR/TD/103,AR/TD/104,AR/TD/105
34
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-
Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if required),EPDM gasket, wool pile, zinc alloy (white powder coated) handle on one side of extreme panel along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) touch lock with hook (if required for wire mesh panel), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners,including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes be paid separately). Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.9.147E.1 Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above2.50 sqm upto 4.00 sqm.) Refer drawing AR/TD/102,AR/TD/103,AR/TD/104,AR/TD/105
19
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-
FLOORING WORKS Protecting Screed with Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate, all complete As per standards, specification and directed by the Engineer-in-charge. Thickness : 40MM
4144
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-
Providing and laying 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) all complete As per standards, specification and directed by the Engineer-in-charge.
517
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-
Providing and Laying Engineered wooden flooring of approved make and pattern and as per architectural drawing and instructions of thickness 15-18 mm or as per manufactures details , consisting of 3 layers the top precious wood, the core layer is arranged below it in a cross grain direction which increases stability, the ply construction features a balancing veneer at the bottom which ensures superior dimensional stability. This make is excellently suited for installation as floating floor. The quality of hardwood floor stands and falls with the surface finish. The practical solution for the flooring is UV high finishes. Before laying the flooring, it shall be ensured that the base floor is clean, level and thoroughly dry. The flooring shall be installed by first laying of polythene sheet 0.5 mm thick on the base floor, on the top of which will be laid a 2 mm thick polyethylene cell foam jointed with tapes. The rate is inclusive of all operation, floor protection sheet, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Basic Price : Rs.400/Sft.The purchase price (excluding GST) of engineered wooden panels is mentioned basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing. Refer drawing AR/TD/116, AR/TD/116A
119
-
-
Providing and finishing of homogenous self levelling compound of thickness of not less than 3mm of Approved make as specified by manufacture of approved make - Under lay System Etc., As per standards, specification and directed by the Engineer-in-charge.
119
-
-
Providing and laying Polished 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.
Base Price ; Rs.220/Sqft.The purchase price ( excluding GST ) of a granite slab is mentioned in base price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing. Refer drawing AR/TD/116, AR/TD/116A
1909
-
-
Providing and fixing 18-20 mm thick gang saw cut granite, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.The rate is inclusive of all operation, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Base Price ; RS.220/Sqft.The purchase price ( excluding GST ) of granite slab is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/116, AR/TD/116A
477
-
-
Providing and laying flamed finish Granite flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18-20 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 per standards, specification and directed by the Engineer-in-charge. Base Price ;Rs. 280/Sqft. The purchase price ( excluding GST ) of a granite slab is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing. Refer drawing AR/TD/116, AR/TD/116A
567
-
-
Providing and fixing 18-20mm thick gang saw cut granite, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.The rate is inclusive of all operation, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Base Price ;Rs. 280/Sqft, The purchase price ( excluding GST ) of granite slab is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/116, AR/TD/116A
142
-
-
Providing and fixing 18-20 mm thick gang saw cut granite, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.The rate is inclusive of all operation, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Base Price ; Rs.150/Sqft,The purchase price ( excluding GST ) of granite slab is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/116, AR/TD/116A
230
-
-
Providing and fixing 18-20 mm thick gang saw cut granite, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.The rate is inclusive of all operation, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Base Price ; Rs.200/Sft,The purchase price ( excluding GST ) of granite slab is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/116, AR/TD/116A
1487
-
-
Providing and fixing 18-20 mm thick gang saw cut granite, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.The rate is inclusive of all operation, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Base Price ; Rs.180/Sqft,The purchase price ( excluding GST ) of granite slab is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/116, AR/TD/116A
255
-
-
Providing and fixing 18-20 mm thick gang saw cut granite, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.The rate is inclusive of all operation, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Base Price ; Rs.210/Sqft,The purchase price ( excluding GST ) of granite slab is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/116, AR/TD/116A
132
-
-
Providing and fixing 18-20 mm thick gang saw cut granite, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.The rate is inclusive of all operation, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Base Price ; RS.145/Sqft,The purchase price ( excluding GST ) of granite slab is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/116, AR/TD/116A
1918
-
-
Providing and fixing 18-20 mm thick gang saw cut flamed finish grainte, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.The rate is inclusive of all operation, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Base Price ; Rs.210/Sqft, The purchase price ( excluding GST ) of granite slab is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/116, AR/TD/116A
340
-
-
Providing and fixing 18-20 mm thick gang saw cut granite, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.The rate is inclusive of all operation, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Base Price ; Rs. 280./Sqft,The purchase price ( excluding GST ) of granite slab is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/116, AR/TD/116A
71
-
-
Providing and laying Full body vitrified floor tiles of 1st quality with water absorption less than 0.08% and conforming to IS: 15622, of approved make,shades and pattern , laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments, with 3mm Spacer joint including the cost and conveyance of all materials, labour charges , lead , lift , curing etc., complete and tile protection till handover as directed by Engineer in charge at all levels . The rate includes cutting the sharp edges of tiles with specialised machinery where ever required. Base Price ; RS.120/Sft,The purchase price ( excluding GST ) of vetrified tiles is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing. Refer drawing AR/TD/116, AR/TD/116A
523
-
-
Providing and laying vitrified floor tiles in different sizes & thickness of the tiles should be 9/10mm with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, in skirting, riser of steps, laid over cement based high polymer modified quickset adhesive conforming to IS:15477, in thickness (as per manufactures' specification) having spacers 2mm with spacer filling with resin based epoxy grout with high degree of resistance to chemical attack,abrasion and resistance confirming to British Standards 5980:1980 and matching pigment etc. complete.The rate is inclusive of all operation, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Tiles of Size 600 X 1200mm Basic Price of Tiles : Rs.120/SFt, The purchase price ( excluding GST ) of vitrified tile is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/116, AR/TD/116A
262
-
-
Providing and laying vitrified floor tiles of 1st quality with water absorption less than 0.08% and conforming to IS: 15622, of approved make,shades and pattern , laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments, with 3mm Spacer joint including the cost and conveyance of all materials, labour charges , lead , lift , curing etc., complete and tile protection till handover as directed by Engineer in charge at all levels . The rate includes cutting the sharp edges of tiles with specialised machinery where ever required . The purchase price ( excluding GST ) of Vitrified tile shall be as metioned below in Purchase Rate and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing. The work shall be carried out by an agency having good experience with the skilled labours on the specified work mentioned above.The rate is inclusive of all operation, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Basic Price of Tiles : Rs.60/SFt, The purchase price ( excluding GST ) of vitrified tile is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing. Refer drawing AR/TD/116, AR/TD/116A
3900
-
-
Providing and laying vitrified floor tiles in different sizes & thickness of the tiles should be 9/10mm with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, in skirting, riser of steps, over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including grouting the joints with white cement, with 2mm Spacer jointand matching pigment etc. complete.The rate is inclusive of all operation, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Basic Price of Tiles : Rs.60/SFt, The purchase price ( excluding GST ) of vitrified tile is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing. Refer drawing AR/TD/116, AR/TD/116A
1950
-
-
Providing and laying Vitrified Matt/Anti Skid finish Tiles in floor in different sizes & thicknessof the tiles should be 9/10mm with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement, with 2mm Spacer joint and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily.The rate is inclusive of all operation, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Size of tiles shall be 600mmx600mm
Purchase Price of Tiles : 200/SFt, The purchase price ( excluding GST ) of vitrified tile is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing. Refer drawing AR/TD/116, AR/TD/116A
299
-
-
Providing and laying Glazed Vitrified Tiles in Walls in different sizes & thicknessof the tiles should be 9/10mm with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement, with 2mm Spacer joint and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily.The rate is inclusive of all operation, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Size of tiles shall be 1200mmx600mm
Basic Price of Tiles : Rs.200/SFt, The purchase price ( excluding GST ) of vitrified tile is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/116, AR/TD/116A
786
-
-
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in charge. (The panel shuttering work shall be paid for separately).
(Note:- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/ recoverable
separately).
874
-
-
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.
Refer drawing AR/TD/116, AR/TD/116A
1903
-
-
Providing and laying, Exterior grade IPE wooden deck flooring in 20mm thick sized planks, air dried to moisture content not exceeding 12%, tested for strength as per ASTM-D143 & for slip resistance as per ASTM C1028-89 and laid in approved pattern and in required position on base frame work made out of aluminium frame of 25mm x50mm size drilling & fixing to the floor base using screws with rawl plug or any other approved fixing arrangements.The rate is inclusive of all operation, material and required pattern as per standards, specification and directed by the Engineer-in-charge. Base Price ; Rs.600/Sqft, The purchase price ( excluding GST ) of IPE wooden deck flooring is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/116, AR/TD/116A
275
-
-
Providing and laying Wooden Planks flooring in 32mm thick sized planks laid in approved pattern and in required position on base frame work made out of aluminium frame of 25mm x50mm size drilling & fixing to the floor base using screws with rawl plug or any other approved fixing arrangements.The rate is inclusive of all operation, material and required pattern as per standards, specification and directed by the Engineer-in-charge. Base Price ; Rs.350/Sqft, The purchase price ( excluding GST ) of IPE wooden deck flooring is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
30
-
-
Providing & Laying of 50X50mm Mosaic tiles with necessary adhesive for water body floor and wall cladding cost including cleaning & washing with diluted detergent, & remove cement mortar deposits, including curing etc., complete. Basic Price of Tiles : Rs.280/Sqft, The purchase price ( excluding GST ) of mosaic tile is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
108
-
-
Providing and fixing machine cut, 18mm thick flamed finish Granite stone work for including dado, skirting etc., in required design and pattern wherever required, stones of different finished surface texture, on 20 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge.
Basic Price of Tiles : Rs.270/Sqft, The purchase price ( excluding GST ) of mosaic tile is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing. Refer drawing AR/TD/116, AR/TD/116A
388
-
-
Providing and fixing 18 mm thick polished grainte, machine cut for risers and threads of staircase of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.The rate is inclusive of all operation, material and required pattern As per standards, specification and directed by the Engineer-in-charge. Base Price ; Rs.116/Sqft,The purchase price ( excluding GST ) of granite slab is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/116, AR/TD/116A
51
-
-
Providing & Installation of Fluted Vetrified Tile with water absorption less than 0.08% and conforming to IS: 15622, of approved make,shades and pattern , laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments, with 3mm Spacer joint including the cost and conveyance of all materials, labour charges , lead , lift , curing etc., complete and tile protection till handover as directed by Engineer in charge at all levels . The rate includes cutting the sharp edges of tiles with specialised machinery where ever..The rate shall include all connectors, accessories, fastners, profiles, adhesive , seals, Eectrical, cove ligth ,materials, labours, scaffolding, leads and lifts etc. all complete as per approved shop drawings and as directed by the Engineer. Base Price ; Rs.220/Sqft, The purchase price ( excluding GST ) of marble is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
8
-
-
Providing and fixing machine cut, mirror/ eggshell polished , Marble stone cladding work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing
etc. all complete as per Architectural drawings, and as directed by theEngineer-in-Charge.
Base Price ; Rs.500/Sqft, The purchase price ( excluding GST ) of marble is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/116, AR/TD/116A
58
-
-
Providing and fixing machine cut, mirror/ eggshell polished , Granite stone work for dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge.
Base Price ; Rs.200/Sqft, The purchase price ( excluding GST ) of granite slab is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/116, AR/TD/116A
10
-
-
FALSE CEILING WORKS
Supply, fixing and installation at all height FALSE CEILING including providing & fixing of frame work made of special sections power pressed from M.S. sheet and galvanised in accordance with zinc coating 120gsm as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax50mm long with 6mm dia bolts to the angle hangers of 25x10x0.5mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section & perimeter channels 0.5mm thick 27mm high having flanges of 20mm & 30mm long, the perimeter of ceiling fixed to wall partition with the help of rawl plugs at 450mm centre to centre with 25 mm long drive-all screws @ 230mm interval including jointing & fixing to a flush finish of tapered & square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification & also including the cost of making openings for light fittings, grills, diffusers, cove light , cutouts made with frame of perimeter channels suitably fixed all complete as per drawing & specification and direction of the Engineer in Charge but excluding the cost of painting with: i) 12.5 mm thick tapered edge fire resistant GYPSUM BOARD CONFORMING TO IS: 2095- PART-I. The rate inclusive of all required Nice / veriticles upto 300/450mm Depth , materials, transport, required scaffolding including providing & removing of the same , etc. complete.As per standards, specification and directed by the Engineer-in-charge. NOTE: Only false ceiling area will be measured from wall to wall. And no deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm.
Refer drawing AR/TD/115
2108
-
-
Providing and fixing suspended false ceiling using 12 mm Calcium Silicate board which includes providing and fixing GI perimeter channels of size 0.55 mm thk. having one flange of 20 mm and another flange of 30 mm and web of 27 mm along the perimeter of the ceiling, screw fixed to brick wall/ partition with help of nylon sleeves and screws, at 610 mm centers. The suspended GI intermediate channels of size 45 mm, 22 gauge with two flanges of 15 mm each from the soffit at 18" to 24" centres with suitable ceiling supports fixed to soffit with GI cleat and steel expansion fasteners. "Jali" shall be fixed to the cross frame with screw and washer arrangement (Confirming to IS-2095-1982). If required Plaster of paris punning done to suitable thickness to attain uniform surface Multi level ceilings with curvature / steps/ chamfer shall be done as per the reflected ceiling plan and as instructed by the architects. Screw fixing is done mechanically either with screw driver or drilling machine with suitable attachment. The rate shall inclusive of providing Joints filling compound with adhesive tape between the boards ,Cove light, cut out for AC , Light fittings , Speakers, Smoke and fire detectors ,transport, required scaffolding including providing & removing of the same etc., to complete the work as per Engineer - In- Charge.
Note: For Light fittings, Grills, diffusers and other cut-outs have to be made with a frame of perimeter channels of size 20mm x 27mm x 30mmx 0.55mm thk, supported suitably.
Note: Only false ceiling area will be measured from wall to wall. And no deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm.
Refer drawing AR/TD/115
314
-
-
Providing & Fixing of GI in Standard Perforated(2.5mm diameter-16% open area) metal ceiling consisting of 600x600mm Lay in tiles of pre coated galvanized steel in 0.5 mm thickness in color with acoustical fleece hot pressed to the back of the perforated tile to be laid on grid systems with 15mm wide T - section flanges color white having rotary stitching on the Main Runner, 1200 mm & 600 mm Cross Tees.The tiles would have NRC of 0.70, Fire Performance of Class A2-s1.d0 as per EN13501 standard in module size of 600 X 600 mm suitable for Green Building application, with Recycled content of 25%. The grid should be with 15mm wide T - section flanges color white having rotary , stitching on all T sections i.e. the Main Runner with C3 coupling, 1200 mm & 600 mm Cross Tees with.Hardened XL2 Clip having a web height of 38 mm and a load carrying capacity of 14 Kgs/M. The T Sections have a Galvanizing of 90 grams per M2 with pull out strength of 100 Kgs.The work shall include all materials, labours, scaffolding, tools & tackles, any cut-out for services, MS brackets to be painted with two coats of Enamel paint over a coat of approved Zinc chromate primer, leads and lifts etc. all complete as per approved shop drawings and as directed by the Engineer.
Refer drawing AR/TD/115
264
-
-
CEILING
Providing and fixing 20mm thick IPE wooden ceiling panelling fixed to Aluminium framework made 25x50mm Aluminium frame as per the detail in drawing.The work shall include all materials, labours, scaffolding, tools & tackles, any cut-out for services, leads and lifts etc. all complete as per approved shop drawings and as directed by the Engineer.
Refer drawing AR/TD/115
41
-
-
Supply, fixing and installation of suspended 19 mm thick marine grade Ply for ceiling wrapped with 4 mm thick MDF and 500mm depth for ceiling with nickel plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to ply with. Finished with duco on both side and bottom also. All complete as per the specification and design drawing and as per standards, specification and directed by the Engineer-in-charge. Refer drawing AR/TD/115
106
-
-
Providing & fixing suspended Mirror false ceiling with 10mm reflective glass as per the pattern specified size in the detailed architectural drawing fixed to MS frame work with necessary tools,accessories, equipments & machineries etc complete. Rate to include cutting, handling, shifting & finishing the glass including all other required hardwares as per the engineer direction at site. All complete as per the specification and design drawing and as per standards, specification and directed by the Engineer-in-charge. Note : Shop drawings for the to be submitted before starting the production and get approval from Client / Architect )
Refer drawing AR/TD/115
28
-
-
Supply and Installation of Exterior HPL 6mm thick Exterior grade F- Quality panels of approved make,shade as per selection by the architect/client , standard size with both side decor.Exterior panels shall be high-pressure laminates (HPL) as per EN 438-6, type EDF); Panels shall be [double hardened including acrylic polyurethane resin which is thermally cured under high pressure conforming to European norms with CE Mark on each and every Panel as per EN 438-7 with proven 3rd party certification with weather protection and excellent sustainability against UV, weathering, working in Heat Resistance range of -80 to 180. Installation of Exterior panels for facades and also soffils, shall be done by approved Rivets (with Fixed and Sliding Points) with minimum recommended, Aluminum T section of 75×37×2.8 mm thick and L section 30×30x2.8mm thick held by Wall Bracket with Wind load and Dead load slot as per design, anchored by standard or equivalent make anchor fasteners along with Thermal Separator. Installation of Exterior Panels shall be done using Rear Ventilated Principles only, which is to be ensured by providing ventilation gap minimum 200 cm2 per Meter (for free flow of air behind the tacade) for the facade and using the framework with no horizontal section. The rate shall include cost and conveyance of all materials, labour charges, lead,lift As per standards, specification and directed by the Engineer-in-charge.
Basic Price : Rs.360/Sft, The purchase price ( excluding GST ) of HPL panel is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing. Refer drawing AR/TD/115
1224.3
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Providing and fixing of Wooden Veneer ceiling formed out of 12mm thick marine ply confirming to IS -710 with necessary framework , fixed rigidly to the true ceiling / ms frame structure with necessary hardwares like SS clutch cables and anchor fasteners . The ply to be finished on all sides with approved 4mm thick veneer over 12mm thick ply as per detail drawings and as per the directions of Architect / Project Manager as required at site. Veneer Surface has to be finished with approved shade of PU finish . Veneer is finished by applying ,pu coat sealer , sanding the surface and finishing with 2 coat PU ceramic / glossy / matt coat as pe the requirement by the architect . The rate shall include all connectors, accessories, fastners, profiles, adhesive tapes, seals, making necessary opening and accessories for AC grille / Electrical/Data/Voice switches, cove ligth , sockets ,materials, labours, scaffolding, leads and lifts etc. all complete as per approved shop drawings and as directed by the Engineer.
Refer drawing AR/TD/115
25
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-
Supplying and erection of the tensile structure, fabrication of the 902 S2 Type 2 fabric (15 years warranty) weight above 950 g/m2 ,Fabric tensile strength - 420/400 daN/5cm, and Tear resistance of 55/50 daN, visible light transmitance 8%, Fire rating Euroclass B-s2, d0/EN 13501-1, make serge ferrari. High frequency welding to be done in for strom to ensure the quality and adhesion. design requirement with proper prestress values, Edge cables are non greese GI with SS304 end terminal, Accessories required for the installation with specified quality and grade including transport to site. Installation of the converted fabric with using scaffolding, crane with proper safety measures (HSE Norms), precautions with industry standard precaution and with appropriate tools and tackles.Supply & factory fabrication of the supporting steel structure with design norms with 310 grade steel tubular section conforming to IS standards, bending , prefabrication works including preset laser cutting secondary steel with proper anticorrosion treatment followed by one coat of the Zinc rich primer ,including transport to the site. including all bent tubes, bracing , base plate, j- bolts , secondary steel. Installation of the steel structure with using heavy duty crane, scaffoldings , with safe work procedure, followed by 2 coat of the zinc rich primer and 2 coats of the Epoxy paint with Appropriate surface finish.
Refer drawing AR/TD/115 (This shall be carried out by speciliazed agency having sufficient experince in the above work and only skilled and experienced persons shall be employed for this work)
357
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Supplying and erection of the Chinese nett structure, fabrication of the 902 S2 Type 2 fabric (15 years warranty) weight above 950 g/m2 ,Fabric tensile strength - 420/400 daN/5cm, and Tear resistance of 55/50 daN, visible light transmitance 8%, Fire rating Euroclass B-s2, d0/EN 13501-1, . High frequency welding to be done in forstrom to ensure the quality and adhesion. design requirement with proper prestress values, Edge cables are non greese GI with SS304 end terminal, Accessories required for the installation with specified quality and grade including transport to site. Installation of the converted fabric with using scaffolding, crane with proper safety measures (HSE Norms), precautions with industry standard precaution and with appropriate tools and tackles.Supply & factory fabrication of the supporting steel structure with design norms with 310 grade steel tubular section conforming to IS standards, bending , prefabrication works including preset laser cutting secondary steel with proper anticorrosion treatment followed by one coat of the Zinc rich primer ,including transport to the site, including all bent tubes, bracing , base plate, j- bolts , secondary steel. Installation of the steel structure with using heavy duty crane, scaffoldings , with safe work procedure, followed by 2 coat of the zinc rich primer and 2 coats of the Epoxy paint with Appropriate surface finish.
Refer drawing AR/TD/115
(This shall be carried out by speciliazed agency having sufficient experince in the above work and only skilled and experienced persons shall be employed for this work)
50
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PARTITIONS WORKS
Supply, fixing and installation of GI frame work with 12.5 mm double layer with Outer layer of 12.5mm thick gypsum plain Boards , Dry side and Inner layer wit 12.5mm thick mold,termite resistance GlasrocH or Eq with Glass matt reinforcement & inoganic coating on surface cladded on both sides of the framed structure without paint finish. (Overall thickness of partition 122mm) Partition from Finished flooring level till true ceiling level / MS frame work. Framework: Metal frame work, designed in compliance with BS EN 14195 & manufactured using CR1 Grade Steel as per IS 513, having yield stress of 300MPa & tensile strength of 340MPa with surface finish of AZ150 as per IS 15961/AS 1397 & tested for 500 hrs of salt spray test as per ASTM B117, includes 70x34x36x0.5mm GypSerra C-Stud with lip of 6.5mm and H-cutout on web enabling the services to pass, positioned at 407 mm c/c in 72x32x32x0.5mm GypSerra Floor Channel & 72x32x32x0.5mm GypSerra Ceiling Channel with flanges bend at 5° acute angle, distance apart by 10 mm air gap & both the 48 mm C-stud braced with 50 mm floor channel at 1200mm c/c. Floor & Ceiling channel is anchored to the floor & True ceiling using Rawl plug Ø8x45mm {Material-IS 513 CR1 grade, Zinc coating, Pull Out Load-6.8kN for M30 concrete grade} / X-GN20MX anchor fasteners at 600mm c/c in zig zag manner.Floor channel to be wrapped with 70µ Self Adhesive LDPE moisture barrier film to further improve corrosion resistance performance. inner & Outer layer of Boards to be Screw fixed with Drywall Screw of 25mm with 12nos per m2 & 35mm with 24nos per m2 at spacing of 600mm & 300mm respectively.Also to have an additional 19mm thick ply supports (wherever required) as spacer at the false ceiling level /as sub frames for doors/Fixing of Skiting /Panelling and glazed openings as per details or as per architects instruction. Infill: As an acoustic requirement, contractor to affix 50mm thick glass wool installation of density 20 kg/m3 in one metal frame cavity and wrapped in RP tissues suitably affixed to partition framework using necessary GI binding wire, duct tape as indicated in the drawing. Cladding: The framework to be cladded on both sides with double layer (from Finished floor level to till true ceiling level/ MS frame work )Outer layer of tapered edge 12.5 mm thick thick gypsum Plain(conforming to IS 2095 Part 1:2011, ISI Certified board) on DRY side and Inner Single layer of tapered edge 12.5 mm thick thick mold and termite resistant GlasrocH or Eq with Glass mat reinforcement & inorganic coating on surface, conforming to EN 15283-1 Type GM - FH1 ) in line and level screw fixed with 25mm drywall flat head screws @ 300mm c/c with staggered joints to avoid through joints and finished with proprietary supplied jointing tape and compound as per manufacturer's specification. Joints to be sand papered to achieve a smooth and seamless finish. Care must be taken that the plasterboards are raised 3mm from the floor and in this gap, chauking compound is injected, for successive layers and similarly for the ceiling channel/sections. Gypsum partition to be installed with corner bead to be applied at all corners.. The junction between partition & ceiling to be provided with 'L' shaped channel as per details. Special Provisions: Contractor to make provision for all electrical/networking boxes and to provide dia cut-outs/ Square cut outs/ Rectangle cut ots as required. Electrical/Network boxes/ other services to be provided at desired height and location as indicated in the drawing. All junctions between materials, columns, walls, etc. to have necessary groove with Aluminium `L' angle of 32x19/25x25 as per details.The junction of the partition with masonry & all penetration through the partition has to be treated with Hilti/suitable fire and acoustic sealant.. NOTE: Only partition area will be measured from end to end in square metre. The rate shall include all connectors, accessories, fastners, profiles, adhesive tapes, seals, making necessary opening and accessories for Electrical/Data/Voice switches and sockets and all required materials, providing & removing of necessary scaffolding work. Refer drawing AR/TD/107
1156.05
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Providing and fixing of curved curtain wall glazing, consisting of Pure polyester powder coated (coating thickness not less than 50-60 micron) extruded aluminium main frame of size 100x45x2mm as mullion and transom. The mainframe is designed to withstand the wind pressure of up to 180 kg/sqmt for an unsupported span of 3.6mt. Mainframe to be assembled with 5mm thick aluminium L cleats, bolts, nuts and fixing it to the RCC beam surface with hot dipped GI brackets, bolts, nuts and anchor fasteners. The glasses to be fixed on the main frame using the pressure plate section of size 10x53mm and the cover plate section of size 18.3 x57mm. EPDM gasket to be provided between mainframe, pressure plate and glass panels and complete with necessary screws and hardware– all complete as per size with following specification. Aluminium main frame: Mullion & Transom: 100x45x2mm Coating: Pure polyester powder coated (coating thickness not less than 50-60 micron) Design: Design for wind pressure of 180 kg/sqm. The system shall be capable of withstanding movement in building due to expansion / contraction and earthquakes. Glass: 8mm thick clear toughened glass Panel size: As Approved. as per Design & drawings,material, Labour & wastages & Scaffolding Complete at all level as per Engineer In charge
Mode of Measurement : Curved measurement in plan, end to end shall be measured for payment. Refer drawing AR/TD/107
1590
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Providing & finishing in position storage shelves made up of 10mm metal pipes finished with powder coated finish as per the selected colour and fixing of 18mm thick BWR plywood finished to the frames on one side with sheet metal screws . The rate is including all necessary hardware, fittings, material, labour, tools, lead, lift, scaffolding, all site arrangements, protection till final finish & handover, complete in all respects. As per standards, specification and directed by the Engineer-in-charge.
3
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-
Providing and fixing of Rest room (urinal partitions) with 10 mm thick frosted safety glass and fixed to the walls with suitable chrome finished Clamps as per manufacture's details . The rate is including all necessary hardware, fittings, material, labour, tools, lead, lift, scaffolding, all site arrangements, protection till final finish & handover, complete in all respects. Dimensions: depth 550 mm, Total Height 1900mm, As per standards, specification and directed by the Engineer-in-charge.
22.05
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Providing , Supplying and fixing Toilet cubicle as per the Selection from client / Architect ,door made of heat, bacteria, water chemical, scratch, impact, and anti-bacterial resistant 12 mm thick solid compact laminate rebate panel finish of the High Pressure laminate panel which has been tested and make should be suede,for the full height as per requirement, which includes pilasters & intermediate panels finished with approved shade as per detail drawings & as per IS 2046 (Indian Standard) and as per fire retardant BS- 476/97 standards also includes providing and fixing in position necessary hardware made of SS 304 grade as per vendor specifications & Architects instructions (1) SS Door knob, (2) SS 304 grade Self closing Hinge ,(3) SS - Thumb turn lock-set with occupancy indicators, (4)SS- Coat Hook,(5) SS- U channel, (6) Rubber noise deafening tape, (7) SS adjustable foot (8) screws & wall plug etc as manufactures details . The top fitting should consist of Aluminium powder coated top rail which will get fixed with mid & end pilasters.
All other hardwares & screws will of stainless steel grade 304 grade with satin finish, Top rail is extruded aluminium will be powder coated or anodized ( grade 6063 micron aluminium ) , all pilasters are supported by necessary SS hardware fitting with adjustable footing and non corrosive steel Inserts. Rate is inclusive of all Hardware as per vendor makes. ,protection until handover etc., complete in all aspects to the desired level of As per standards, specification and directed by the Engineer-in-charge. Note : Shop drawings for the Cubicle to be submitted before starting the production and get approval from Client / Architect )
Refer Drawing AR/TD/103,AR/TD/104
Toilet cubicle of Size upto (H-2350/2400mm x D-1350/1300mm x W-950/1000mm) with 600mm door Size in width - I Shape
6
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Providing , Supplying and fixing Toilet cubicle as per the Selection from client / Architect ,door made of heat, bacteria, water chemical, scratch, impact, and anti-bacterial resistant 12 mm thick solid compact laminate rebate panel finish of the High Pressure laminate panel which has been tested and make should be suede,for the full height as per requirement, which includes pilasters & intermediate panels finished with approved shade as per detail drawings & as per IS 2046 (Indian Standard) and as per fire retardant BS- 476/97 standards also includes providing and fixing in position necessary hardware made of SS 304 grade as per vendor specifications & Architects instructions (1) SS Door knob, (2) SS 304 grade Self closing Hinge ,(3) SS - Thumb turn lock-set with occupancy indicators, (4)SS- Coat Hook,(5) SS- U channel, (6) Rubber noise deafening tape, (7) SS adjustable foot (8) screws & wall plug etc as manufactures details . The top fitting should consist of Aluminium powder coated top rail which will get fixed with mid & end pilasters.
All other hardwares & screws will of stainless steel grade 304 grade with satin finish, Top rail is extruded aluminium will be powder coated or anodized ( grade 6063 micron aluminium ) , all pilasters are supported by necessary SS hardware fitting with adjustable footing and non corrosive steel Inserts. Rate is inclusive of all Hardware as per vendor makes. ,protection until handover etc., complete in all aspects to the desired level of As per standards, specification and directed by the Engineer-in-charge. Note : Shop drawings for the Cubicle to be submitted before starting the production and get approval from Client / Architect ) Toilet cubicle of Size upto (H-2350/2400mm x D-1350/1300mm x W-950/1000mm) with 600mm door Size in width - LShape
25
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-
Providing and fixing Vanity counter of size in various Lengths , D-500mm with front facia of 50mm made by fixing 18mm ply board boxing to the toilet wall with adequate supports in form of MS bracket. Fixing 18mm thk pre polished corain ( paid seperately ) with araldite epoxy adhesive on top and sides of the counter, with mitered joints. making provision in the counter top for fixing counter sunk wash basin and for fixing tap. Including filling of matching colour epoxy mastic joining compound in all joints and cracks and polishing all edges and joints to a mirror polish. The work shall include all materials, labours, scaffolding, tools & tackles, any cut-out for services, MS brackets to be painted with two coats of Enamel paint over a coat of approved Zinc chromate primer, leads and lifts etc. all complete as per approved shop drawings and as directed by the Engineer. Mode of Measurement : Plan area
Refer drawing AR/TD/103,AR/TD/104
16
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Providing & fixing including Marine ply paneling made out of 18mm thick ply wood board fixed over MS Pates/section ,The ply shall be fixed with 6mm thick clear mirror with all sides CNC machine polish using 3M mirror tape on sides and clear neutral silicon in center. The work shall include Required Edge profiles with powder quoted of approved shade ,provision for cove light ,all materials, labours, scaffolding, tools & tackles, any cut-out for services, leads and lifts etc. all complete as per approved shop drawings and As per standards, specification and directed by the Engineer-in-charge. Refer Drawing AR/TD/222, AR/TD/223
12
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels and As per standards, specification and directed by the Engineer-in-charge. Base Price ;RS. 220/Sft, any deviation +/-, The purchase price ( excluding GST ) of granite slab is mentioned in basic price and any deviation plus or minus in the purchase price will be adjusted ( paid extra or deducted ) at the time of billing.
Refer drawing AR/TD/103, AR/TD/104
15
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Providing and fixing Aluminium Composite Panels of approved make and colour and color vapor-cured aluminum frames for exterior feature works made out of extruded aluminum sections with suitable pressure plate and cover plate. The aluminium composite panel should consist of 3mm thick thermoplastic core of anti-oxidant LDPE sandwiched between two skins of 0.5 mm thick aluminium alloy sheet making a total panel thickness of 4 mm. The surface shall be finished with PVDF based coating on the top side and service coating on the reverse side shall be with a polymer paint. Coating shall confirm to ECCA or AAMA. The panels shall be cut to size of required dimensions in line with site conditions, chamfered and be not using router machines and curved using standard rolling machines without leaving any marks in the corners. The system shall be designed to withstand a wind pressure of 150 kg/sqm. All clamps and brackets shall be hot dips galvanized minimum 80 microns thick and shall conform to IS: 4759-1996. The extruded aluminium section shall be anodized in approved colour with an anodic coating of minimum 50 microns. Extrude section shall be of 6063 T5 or T6 alloy confirming to ASTM B221. Any other fastening straps, nuts, bolts, rivets, washers, etc. shall be in stainless steel SS 304 grade. The joints shall be sealed with silicine sealant after inserting backed Roding the gap as requirement in the site.The mullions fitted to slab / beams by means clamps, fastening strips, nuts, bolts, rivets , washers and other fastening materials to suit the overall size. The work shall include all materials, labours, scaffolding, tools & tackles, any cut-out for services, leads and lifts etc. all complete as per approved shop drawings and As per standards, specification and directed by the Engineer-in-charge.
489
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Supply and installation of vanity mirror of as per drawing including making mirror boxing of total depth 60mm using SS 'L angles fixed with angle cleated on all 4 corners, fixing 6mm extra clear mirror with all sides CNC machine polish with mirror tape on the frame edge with adequate support. The mirror shall nave a square frosted band of 35mm width leaving 40mm distance from all 4 edges. Provision to be made for back lighting the inside the ss box. Including fixing Dimista pad behind the mirror to act as a defogger. The work shall include all materials, labours, scaffolding, tools & tackles, any cut-out for services, leads and lifts etc. all complete as per approved shop drawings and as directed by the Engineer. Refer drawing AR/TD/103, AR/TD/104
37
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GLASS PARTITION
Supply and Installation of Full height Extruted Aluminium Glazed partitions system of 100x45 mm thick section or as per Manufacture details for partitions Using section as verticles at the soild partion junction & sections of 50x33 thick or as per Manufactures details for Horizontals at Top & Bottom for Installing glass . The rate including of 25mm wide vertical , Horizontals & Intermediates at equal intervals as specified in drawings using sections 2nos of size required both the sides of the glass , Frame shall be finished powder coated (50-60 microns)of approved shade as per selction by the client/architects , cost of 10mm thick Toughened glass with double sided adhesive tapes for glass to glass butt joints etc , as per Design & drawings,material, Labour & wastages & Scaffolding Complete at all level as per Engineer In charge
10
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-
Supply, fixing and installation of non load bearing fixed frame for fire resistant glazed Partition of 12mm thick clear for 120 minutes Fire Rating, made out to a profile of dimension 60mm x 70 mm of 1.6 mm thick galvanised steel sheet as per test evidence suitable for fixing fire rated glass for 120 minutes of both integrity & radiation control (EW120) & minimum 20 minutes of insulation (EI20).The profile has to be fixed to the supporting construction by means of anchor fasteners of size M10 x 80, every 150 mm from the edges and every 500 mm (approx) c/c. The frame shall be filled with mineral wool insulation of density min 96kg/ m³ and finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per NBC 2016, IS 16231 (Part 3):2016 and directions of Engineer - in- charge. The rate inclusive of Material, Labour, providing & removing necessary Scaffolding, complete at all levels as per the Detailed drawings & Engineer Incharge .
Mode of Measurement :Linear measurement of frame shall be measured for payment.
10
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Providing and Fixing hard wood battens of 12x25 mm with 8mm thick marine ply directly sticking on wall . The surfaces of hardwood finished with sand paper, filling of grains with wood filler and dent filler, applying approved wood stain for geting required shade applying two coats of PU sealer, two coats of PU top coat etc complete as per direction of Engineer in charge at all levels. The item shall be inclusive or curting & making cutouts for lights, diffusers etc all complete. The rate is including cost and conveyance of all materials, labour charges, lead,lift, scaffolding at all heights (upto 7.5m height) ,Pu finish, sundnes elc complete as direcled by Engineer- in-Charge. Only the exposed finish surface area without projections of battens shall be measured for payment.
20
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-
Providing & fixing 13.52 mm thick laminated glass with insciprtion fixed to wall with 13.52 laminated toughened glass (highest quality type of annealed glass ),exterior grade dow corning weatherproofing silicone adhesive including all the necessary & all the required fixing materials, labours, tools, accessories, equipments etc to complete as per detailed architectural drawing & as directed by engineer incharge.
-The glass (100% tempered toughened glass) shall meet the requirements as it should be 4-5 times stronger than normal annealed glass & all the edges to be polished with crystal clear glossy finish.
-The laminated glass consists of three layers : 6mm thick clear float glass toughened (100% tempered toughened glass) +1.52 mm PVB lamination+6mm thick +6mm thick tru thick clear float glass toughened (100% tempered toughened glass)
-Rate to include lifting & shifting the materials to the required floors & location of construction inside the construction premise.
164
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Providing & fixing 13.52 mm thick laminated glass top / skylight with 13.52 laminated toughened glass (highest quality type of annealed glass ),exterior grade dow corning weatherproofing silicone adhesive including all the necessary & all the required fixing materials, labours, tools, accessories, equipments etc to complete as per detailed architectural drawing & as directed by engineer incharge.
-The fabrication framework not to be added in this item as it's separately captured in MS works.
-The glass (100% tempered toughened glass) shall meet the requirements as it should be 4-5 times stronger than normal annealed glass & all the edges to be polished with crystal clear glossy finish.
-The laminated glass consists of three layers : 6mm thick clear float glass toughened (100% tempered toughened glass) +1.52 mm PVB lamination+6mm thick +6mm thick tru thick clear float glass toughened (100% tempered toughened glass)
-Rate to include lifting & shifting the materials to the required floors & location of construction inside the construction premise.
-Measurement : Area of glass skylight glass (LxB)
327
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-
Providing & fixing 10mm toughend Fixed Glass, fixed with S.S. clamps on sides and top & S.S. 'U'-channel in the ground as per detail drgs. The work shall include Required Edge profiles with all materials, labours, scaffolding, tools & tackles, any cut-out for services, leads and lifts etc. all complete as per approved shop drawings and As per standards, specification and directed by the Engineer-in-charge.
12
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Providing & fixing food display unit with glass made out of stainless steel frame work ,The unit shall be made up 3 partitions of 8mm thick clear toughened glass placed in 3 layers with all sides CNC machine polish using 3M mirror tape on sides and clear neutral silicon in center. The work shall include Required Edge profiles with powder quoted of approved shade ,provision for cove light ,all materials, labours, scaffolding, tools & tackles, any cut-out for services, leads and lifts etc. all complete as per approved shop drawings and As per standards, specification and directed by the Engineer-in-charge. Refer Drawing AR/TD/222, AR/TD/223
4
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WALL CLADDING
Providing and fixing 20mm thick IPE wooden wall panelling fixed to Aluminium framework made 25x50mm Aluminium frame as per the detail in drawing.The work shall include all materials, labours, scaffolding, tools & tackles, any cut-out for services, leads and lifts etc. all complete as per approved shop drawings and as directed by the EIC.
38
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PARTITION Supply and Fixing of 70mm thick Partitions made out of 70mm thick BWP ply or Equivalant with Veneer finish as per selection.The work shall include all materials, labours, scaffolding, tools & tackles, any cut-out for services, leads and lifts etc. all complete as per approved shop drawings and as directed by the EIC.
2
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Providing and fixing the Ply wood and finished with MDF with CNC cut as per detailed drawing cladded on the walll with 12mm thick marine grade ply & 4mm MDF confirming to IS -710 on framework made in 50 x 25/ 50.8 x 25.4mm, 16swg (1.626mm thick and consider the tolerance range of 1.60 ~1.65mm) aluminium tube section framework, placed at 600mm c/c in both the directions at different levels and to shapes as per the detail drawings. The aluminium sections shall be placed at 600mm c/c both ways and rigidly connected together using 3mm thick aluminium L- cleats fixed/ fastened to aluminium section with double screws as per the detail drawings and Project Consultants' instructions. The framework shall be cladded with 12mm thick Marine grade plywood with 4mm MDF and CNC cut as per the detailed given by the architect to shape and size with grooves as per Architectural drawings etc.,The rate inclusive of Finishing the joints , Material, Labour, providing & removing necessary Scaffolding, making cut out for electrical, cove lights & switches etc., complete at all levels as per the Detailed drawings & Engineer Incharge.
22
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-
Provding ,Supply and Installation of MCM - Modified Clay Material of approve Make, selection, Pattern,size of (600x300x3.5mm) and Colour as per selection by the architect , Manufactured through Unfired Patented (Ref: US Patent 8505840 B2 & European Patent 2157139) manufacturing technology, Bonded together by using low heat temperature and having CE approval with thermal conductivity of 0.0590 W/M.K -EN 12667 (2001), Thermal resistance of 0.0568 M2 K/W - EN 12667 (2001) and Fire Insulation - Class A - ASTM E84 - 15.The product should be patented from United States & Europe and with certifications by IGBC, Singapore Green Label and China Green Building material.MCM should be fixed with suitable Cement or Polymer based adhesive depending on the substrate ( keracoll , weber or eq) as mentioned in the adhesive chart from the adhesive manufacturers, Grouting should be done as per Filling and Pointing method with required accessories, Grout can be done as per architects & Client Selection Etc., complete at all levels.The rate Inclusive of Supply of material, Fixing, Trasnportation ,Wastages,Labour Charges for Fixing & removing Scaffolding etc., complete at all levels as per the Engineer in charge.
Basic Rate Rs. 350 / SFT.
60
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-
Providing & Fixing brass beeding for the edges and gaps at the lift wall cladding as per the selection of the architets .The beeding must be well finished with required dia , centre to centre with equal distance and minimum weight as per the requirement with necessary provision for fixing etc. complete of approved make as per drawing and as directed by engineer-in-charge.
81
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EXTERNAL ELEVATION WORKS
Providing and fixing of curtain wall glazing, consisting of Pure polyester powder coated (coating thickness not less than 50-60 micron) extruded aluminium main frame of size 154.3x57x2mm as mullion and transom. The main frame is designed to withstand the wind pressure of up to 180 kg/sqmt for an unsupported span of 3.6mt. Mainframe to be assembled with 5mm thick aluminium L cleats, bolts, nuts and fixing it to the RCC beam surface with hot dipped GI brackets,bolts, nuts and anchor fasteners. The glasses to be fixed on the main frame using the pressure plate section of size 10x53mm and the cover plate section of size 18.3 x57mm. EPDM gasket to be provided between mainframe, pressure plate and glass panels and complete with necessary screws and hardware– all complete as per size with following specification. Aluminium main frame: Mullion & Transom: 154.3x57x2mm Coating: Pure polyester powder coated (coating thickness not less than 50-60 micron) Design:Design for wind pressure of 180 kg/sqm. The system shall be capable of withstanding movement in building due to expansion / contraction and earthquakes. Glass: 26mm DGU (8mm thick heat strengthened reflective glass + 12mm Air Gap + 6mm thick clear toughened glass) Panel size: As Approved. (This shall be carried out by speciliazed agency having sufficient experince in the above work and only skilled and experienced persons shall be employed for this work)
1100
-
-
EXTERNAL ELEVATION WORKS
Providing and fixing of curtain wall glazing, consisting of Pure polyester powder coated (coating thickness not less than 50-60 micron) extruded aluminium main frame of size 154.3x57x2mm as mullion and transom. The main frame is designed to withstand the wind pressure of up to 180 kg/sqmt for an unsupported span of 3.6mt. Mainframe to be assembled with 5mm thick aluminium L cleats, bolts, nuts and fixing it to the RCC beam surface with hot dipped GI brackets,bolts, nuts and anchor fasteners. The glasses to be fixed on the main frame using the pressure plate section of size 10x53mm and the cover plate section of size 18.3 x57mm. EPDM gasket to be provided between mainframe, pressure plate and glass panels and complete with necessary screws and hardware– all complete as per size with following specification. Aluminium main frame: Mullion & Transom: 154.3x57x2mm Coating: Pure polyester powder coated (coating thickness not less than 50-60 micron) Design:Design for wind pressure of 180 kg/sqm. The system shall be capable of withstanding movement in building due to expansion / contraction and earthquakes. Glass: 15mm SGU Panel size: as approved. The contractor should submit shop drawings for the same and get it approved before execution. (This shall be carried out by speciliazed agency having sufficient experince in the above work and only skilled and experienced persons shall be employed for this work)
355
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-
Iconic Mast For the cost of providing and fixing of aluminum wooden finished powder coated (40 to 60 micron) extruded section of size 38x38x2mm square box section, fabricated and assembling as per the design requirement given by the Architect using necessary cleats and screws, and to be installed on the MS main structure using necessary brackets and hardware's - all complete Fin Elevation Face: 38mm Clear Gap: 50mm Refer drawing AR/TD/107, AR/TD/108
370
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For the cost of providing and fixing of aluminum wooden finished powder coated (40 to 60 micron) extruded section of size 38x38x2mm square box section, fabricated and assembling as per the design requirement given by the Architect using necessary cleats and screws, and to be installed on the MS main structure using necessary brackets and hardware's - all complete Fin Elevation Face: 38mm
Clear Gap: 100mm
(This shall be carried out by speciliazed agency having sufficient experince in the above work and only skilled and experienced persons shall be employed for this work)
1580
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-
Supply, fabricate and install of MS Structure, the structure shall be either a welded or bolted system and materials used shall be ISMC/ISMB/box sections/Plates/Angles etc The steel grade shall conform to E-300. The rates are inclusive of loading, unloading, hoisting, etc. The structure shall be painted with one coat of primer and two coats of enamel paint. - all complete.
(This shall be carried out by speciliazed agency having sufficient experince in the above work and only skilled and experienced persons shall be employed for this work)
Refer drawing AR/TD/107, AR/TD/108
52000
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Supply and fixing of “SELF SUPPORTED” SECRET FIX STANDING ROOFING SYSTEM IN 0.9mm THICK AA 3004 ALUMINIUM ALLOY. The general roof- construction shall comprise from bottom to top: (1) First Layer – Supply & Fixing of bare galvalume sheets in 0.50mm thick galvalume steel of 1000mm effective cover width and 35 mm height ribs in the pan at 200mm centre-to- centre.(2) Second Layer - Vapour Control Layer shall be a single layer of double-sided aluminium foil having thickness of 200 microns. (3) Third Layer- Top Hat bracket, 2mm thick.(4) Fourth Layer – Top Hat Batten, 1.6mm thick. (5) Fifth Layer – Aluminium Halters with thermal barrier.pads to be fixed to the sub purlins with SS 304 screws only.(6) Sixth Layer - One layer of Rockwool insulation of 150mm thickness, 60 kg/m3 density. (7) Seventh Layer - Top layer – Aluminium Tapered Curve Roof profile sheeting manufactured from aluminium self-supported standing seam roof system from aluminium alloy AA 3004 H44 (AlMn1Mg1) as specified in BS EN 1396: 2007 material thickness of 0.9mm with PVDF2 finish (standard colours) on the exposed surface. The profiled roof panel should have 3Nos of Mini ribs, Accessories, Fasteners. The material properties shall be as follows: Ultimate tensile strength: minimum 200 N/mm2, 0.2% Proof Stress: min 185 N/mm2, Modulus of elasticity: 70,000 N/mm2. Sheets are to be laid to meet the requirements of the building geometry and fixed on Aluminium Halters. Halters to be fixed to the purlins with SS 304 screws. Appropriate accessories for Verge, Eave, Ridge shall be used to ensure the weather & water tightness at this point.
(This shall be carried out by speciliazed agency having sufficient experince in the above work and only skilled and experienced persons shall be employed for this work)
5396
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-
Providing and fixing of 2 mm thick Aluminium gutter with double side vulcanized rubber Expansion joints at every 12m length. Necessary down take spout with diameter up to 150 mm at required intervals & other accessories like Cover plate, end caps and welding at joints. The Girth of gutter would be up to 1220mm.
(This shall be carried out by speciliazed agency having sufficient experince in the above work and only skilled and experienced persons shall be employed for this work)
342
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-
Flashings manufactured from aluminium alloy AA 3004(AlMn1Mg1) as specified in BS EN 1396: 2007 minimum material thickness of 0.9 mm and Fluorocarbon PVDF finish on the exposed surface. The flashing shall be of same colour as of roof. (This shall be carried out by speciliazed agency having sufficient experince in the above work and only skilled and experienced persons shall be employed for this work)
342
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-
Painting Works
Wall painting with premium acrylic emulsion paint of interior grade,having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. As per standards, specification and directed by the Engineer-in-charge.
11648.7
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-
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.As per standards, specification and directed by the Engineer-in-charge. Refer drawing AR/TD/102,AR/TD/103,AR/TD/104,AR/TD/105
11648.7
-
-
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. (for internal wall). As per standards, specification and directed by the Engineer-in-charge. Refer drawing AR/TD/102,AR/TD/103,AR/TD/104,AR/TD/105
11648.7
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-
White washing with lime to give an even shade (for Ducts) New work (three or more coats) As per standards, specification and directed by the Engineer-in-charge. Refer drawing AR/TD/102,AR/TD/103,AR/TD/104,AR/TD/105
2268
-
-
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour
Refer drawing AR/TD/102,AR/TD/103,AR/TD/104,AR/TD/105
1208.55
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Finishing with Deluxe Multi surface paint system for exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm (for External Walls) As per standards, specification and directed by the Engineer-in-charge. Refer drawing AR/TD/102,AR/TD/103,AR/TD/104,AR/TD/105
1355.55
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-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including water thinnable priming coat with cement primer As per standards, specification and directed by the Engineer-in-charge.
15714
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-
Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 13.48A.1 New work (Two or more coats applied @ 1.43 litre/10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
536
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-
Prepare the surface of external wall surfaces and apply Exterior texture paint using Texture putty for 3-4mm thick and pattern and apply two coats of smooth finished weather coat with Exterior Grade Acrylic Emulsion Paint of approved shade, over a coat of primer with necessary scaffolding, curing etc. complete. Paint should be of anti flaking, anti fading and anti fungus qualities.The rate shall include for finishing the painting to obtain an even and uniform shade as directed by EIC.
2586
-
-
Supply and application of Duco paint of approved color and make on MR grade Plywood/ exterior grade MDF partition wall and complete as per the detailed drawing or the instructions of the Architects/ Engineer-in-Charge including applying of primer (3-5 DFT), putty work, with preparation of surface ready for applying DUCO paint. The cost shall be inclusive of preparing the surface, applying primer, putty, necessary staging/ scaffolding etc.
45
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-
Providing and applying 3 coats (each of 5 micron thickness) of Epoxy paint of approved make and colour as per manufacturers specifications in the areas specified as per approved pattern, with all lead and lift and as directed by the Engineer in charge and as per approved design and specification etc. complete.
500
-
-
MISCELLANEOUS WORKS Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. as directed by the Engineer in charge and as per approved design and specification etc. complete
7947
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-
Providing Weep Holes of 63mm dia with PVC pipe of required length in reinforced concrete retaining wall with filler sock formed by wrapping 20mm crushed stone in non woven geotextile membrane including cost and conveyance of all materials labour, with all leads and lifts and as directed by the Engineer, as per approved drawings as per detailed tender specifications etc, complete
788
-
-
Making Grooves of size 6mm x 25mm deep during the grade slab concrete is green and suppling and applying polysulphide joint sealent of approved make in grooves including Backer Rod as shown in drawings.as directed by the Engineer in charge and as per approved design and specification etc. complete
4535
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-
Providing and applying of swellable type water stop tape, 19mm x25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage.As directed by the Engineer in charge and as per approved design and specification etc. complete
668
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-
Providing and fixing in position PVC rungs of size 300X150X75mm including placing while doing formwork, aligning during concreting, grouting the junction if required, cleaning etc., as directed. The rate to include making openings in formwork and sealing after fixing the rungs.As directed by the Engineer in charge and as per approved design and specification etc. complete
495
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-
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the (Grading 1 Material) with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in layers of 75mm thick in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Technical specifications. Rate shall include supply, loading and unloading, transportation, laying, roughening of surface, compacting, all materials, labour charges, machinery charges, etc required for the process complete. As directed by the Engineer in charge and as per approved design and specification as per MORTH clause 406.2
59
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-
Construction of Granular Sub-Base by providing Coarse graded material (Grading I Material ), speading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per specifications and as directed by the Engineer. Rate inclusive of labour, materials, testing, machineries, all lead and lift etc. complete. As directed by the Engineer in charge and as per approved design and specification as per MORTH clause 401.2
73
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-
MISCELLANEOUS WORKS - Above Plinth level
Supplying & Installing Styrofill blocks (EPS 15), fill on clean, fairly even and dry surface. Before Placement of blocks, the surface should be cleaned to remove all debris and dust etc. Works inclusive of laying 75mm thick M20 Grade screed, Covering with Welded or Woven Mesh, which is fixed with the help of binding wire / “U” nails, Applying Hot Bituminous based compound Adhesive in spot form on all sides of the block, except the top, so as to keep it in position while work is being carried out, all as per Manufacturer’s instructions.
401
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-
Providing and filling cinder concrete in sunken floors at all levels, one part of cement and ten parts of cinder by volume. Cinder available from furnaces of steam boilers using coal fuel only shall be used. Brick kiln cinder shall not be allowed. The cinder shall be clean, free from dirt and wood ashes and shall pass through IS 3.35 sieve with 50% passing through IS 1.70 sieve and shall not contain more than 10% of unburnt carbon and not more than 0.5% of acid soluble sulphates(SO). The cinder shall be soaked in water before using. Rate inclusive for material and making top surface smooth and plain by using 50mm thick PCC M 20 screed.
133
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-
LANDSCAPE WORKS
Providing and plastering with clay mortar (mud plastering) 15mm thick with admixtures including necessary scaffolding, cost of all materials, all lead and lift and as directed by the Engineer in charge and as per approved design and specification etc. complete.
75
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-
Supplying and fixing of 8mm thick drainage cells made of pressure-resistant dimpled sheet and laminated, filter-stable geotextile serves as a drainage layer and effectively protects pressure-resistant substrates from mechanical influences. The strips to have an integrated self-adhesive edges, Supply shall include labour & equipment cost of loading, unloading, transport to site, storage & stacking within site in area protected from dust using temporary agronet, watering & maintenance at stacking area until planted as directed by EIC.
1882
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-
Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). - Red garden soil.
1186
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-
Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete . (Manure shall be well composted, dried, well screened good quality in powdered form. Manure, shall be free from soil clods, fresh mung grass, and dry. Sample will be approved by Engineer in charge. ) (Cattle manure measured in stacks will reduced by 8% for Payment).
395
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-
Supplying and stacking at site Vermi compost from approved source for planting.grown. Supply shall include labour & equipment cost of loading, unloading, transport to site, storage & stacking within site in area protected from dust using temporary agronet, watering & maintenance at stacking area until planted as directed by EIC.
395
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-
Supply of Ground covers / creepers - well developed, min. 0.15m high, in polybag , disease free. All groundcover species shall be evenly balanced to allow equal growth in all directions. Plants shall have fully developed roots and leaves. Rooted cuttings will not be accepted. All plants to be container grown. Supply shall include labour & equipment cost of loading, unloading, transport to site, storage & stacking within site in area protected from dust using temporary agronet, watering & maintenance at stacking area until planted as directed by EIC.
2444
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-
Supply of Shrubs - well developed, well branched - 3-4 branches each having 4-5 leaves, preferably in bloom, in polybag of 30x20cm size, disease free and development (height 0.75-0.9m) Shrubs are woody perennials of generally multi stemmed and bushy habit ranging from 3 - 4.5m down to 500mm height. Shrubs shall have no less than three main stems and shall be well balanced and bushy, with strongly developed fibrous root systems, and shall be pruned in advance as required to achieve the specified height tolerances. Branches shall break from the base of the plant just above the root collar, and shall be well furnished with leaves right down to ground level. Supply shall include labour & equipment cost of loading, unloading, transport to site, storage & stacking within site in area protected from dust using temporary agronet, watering & maintenance at stacking area until planted as directed by EIC.
15199
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-
Staking of trees, palms and large shrubs using quadrapod staking made of 25 mm dia 2.5 metre long, fixed 0.3m in the soil and joined at 2/3 height of plant stem using jute rope, fixed to plant using rubber sheath; plant stem to be covered with gunny / jute cloth at fixing point to prevent damage, complete including supply of all material, labour and equipment, upto any lead and lift as directed by EIC.
815
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-
Mixing of excavated earth with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately),complete including supply of all material, labour and equipment, upto any lead and lift as directed by EIC
1976
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-
Spreading of the manure or sludge made with the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) in a equal proportion towrds the plantation area ,flooding with water, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately),complete including supply of all material, labour and equipment, upto any lead and lift as directed by EIC
1976
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-
Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m,complete including supply of all material, labour and equipment, upto any lead and lift as directed by EIC
100
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-
Supply and fixing of 36" round tree grate (CT8-1011) over 50mm thick sand cushion bed to the required levels and slopes. spreading and brushing the fine sand into the joints into its final level. The work includes cost of sand, labour and equipment's such as cutting machines, lead, lift, loading & unloading to site, and all other incidental charges required for the successful completion of the works as per the design, drawings and details etc..,complete including supply of all material, labour and equipment, upto any lead and lift as directed by EIC
20
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-
Supplying and fixing of antique sculupture as per the design and the specifications at site including lead and lifts etc. all complete as per approved shop drawings and As per directed by the Engineer-in-charge. Fabrication, erection of Coir sculpture of (size 2.0m x 1.0m x 1.0m) made of coir as per the design including chemical treatment for the exposed surface as per the specifications The work includes cost of all raw materials labour and equipment's such as cutting machines, lead, lift, loading & unloading to site, and all other incidental charges required for the successful completion of the works as per the design, drawings and details etc..,complete.
3
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-
Supplying and fixing of antique sculupture as per the design and the specifications at site including lead and lifts etc. all complete as per approved shop drawings and As per directed by the Engineer-in-charge. Fabrication, erection of Kalari sculpture of (size 2.0m x 0.9m) made as per the design including chemical treatment for the exposed surface as per the specifications The work includes cost of all raw materials labour and equipment's such as cutting machines, lead, lift, loading & unloading to site, and all other incidental charges required for the successful completion of the works as per the design, drawings and details etc..,complete.
5
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-
Supplying and fixing of antique sculupture as per the design and the specifications at site including lead and lifts etc. all complete as per approved shop drawings and As per directed by the Engineer-in-charge. Fabrication, erection of Hombill sculpture of made of wood peices as per the design including chemical treatment for the exposed surface as per the specifications The work includes cost of all raw materials labour and equipment's such as cutting machines, lead, lift, loading & unloading to site,and all other incidental charges required for the successful completion of the works as per the design, drawings and details etc..,complete.
6
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-
Supply and installation of Living wall plant container system with all accessories as Living wall R4 module with a single cavity of 150 Cu Inches, cavities detachable to fit the size of the installation, with geofabric bag filled with Ecogrow substrate , planted with plants suitable for climatic & microclimatic conditions of Site including shade path, GI support member with related hardware, GI drain tray, basic irrigation system within Green wall ( emitter lines, supply lines & fittings), excluding pump controllers & solenoid valves.The work shall include all materials, labours, scaffolding, tools & tackles, any cut-out for services, leads and lifts etc. all complete as per approved shop drawings and as directed by the Engineer.
125
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-
Providing and fixing GI vertical members made out of of Frame work to be 75X75X5.0mm thick with mentioned equal distance both ways(Horizontal/Vertical) or as directed. The vertical GI member shall be placed at equal center to center and horizontal members to be placed at c/c or as directed by the Engineer as per site conditions with necessary grooves and cuts etc. The work includes cost of equipment's such as cutting machines, lead, lift, loading & unloading to site, and all other incidental charges required for the successful completion of the works as per the design, drawings and details etc..,complete.
210
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-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
10
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-
Supply and fixing of Precast Concrete Grass Pavers as per selection over 50mm thick sand cushion bed to the required levels and slopes. Final compaction of paver surface to be done after spreading and brushing the fine sand into the joints into its final level. The work includes cost of sand, labour and equipment's such as cutting machines, vibrating plate compactor, lead, lift, loading & unloading to site, cleaning to the line and camber and all other incidental charges required for the successful completion of the works as per the design, drawings and details etc..,complete. 400 x 400 x 85mm Grass pavers .
68
-
-
Providing and laying of of River (Stone) Pebbles size of 50mm and down size in natural colour at site of work including loading, unloading, carriage and all taxes paid etc.and as per direction of EIC
200
-
-
Supply of vertical green wall Living ceiling container system with all accessories as vertical garden Living ceiling planter carrier made up of FRP or GRC or Aluminium according to the site conditions with a single cavity of 180 Cu Inches, basic irrigation system within Green wall (emitter lines, supply lines & fittings), excluding pump controllers & solenoid valves.
150
-
-
Installation of vertical green wall planted sandwitches for living ceiling container system and shall be placed at equal center to center as directed by the Engineer as per site conditions . The work includes cost of equipment's , lead, lift, loading & unloading to site, and all other incidental charges required for the successful completion of the works as per the design, drawings and details etc..,complete.
150
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-
Supply of green wall planted sandwitches filled with hydrophilic foam substrate, planted with plants suitable for climatic & microclimatic conditions of site including shade pat for living ceiling container system as directed by the Engineer as per site conditions . The work includes cost of equipment's ,lead, lift, loading & unloading to site and all other incidental charges required for the successful completion of the works as per the design, drawings and details etc..,complete.
6065
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-
Installation of green wall planted sandwitches for living ceiling container system and shall be placed at equal center to center as directed by the Engineer as per site conditions . The work includes cost of equipment's , lead, lift, loading & unloading to site, and all other incidental charges required for the successful completion of the works as per the design, drawings and details etc..,complete.
6065
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-
Providing and fixing GI vertical members made out of of Frame work to be 75X75X5.0mm thick with mentioned equal distance both ways(Horizontal/Vertical) or as directed. The vertical GI member shall be placed at equal center to center and horizontal members to be placed at c/c or as directed by the Engineer as per site conditions with necessary grooves and cuts etc. The work includes cost of equipment's such as cutting machines, lead, lift, loading & unloading to site, and all other incidental charges required for the successful completion of the works as per the design, drawings and details etc..,complete.
46
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-
Softscaping works can include flowers, plants, shrubs, trees, flower beds, and duties like weed/nuisance management, grading, planting, mowing, trimming, aerating, spraying, and digging etc., for everything from plants and shrubs to flower beds- as per detailed specifications and drawing As per standards, specification and directed by the Engineer-in-charge.
1882
-
-
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