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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 CrAdmitted-Finance | ₹8.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.5 Cr+₹10.4 L (1.24%)Admitted-Finance | ₹8.5 Cr+₹10.4 L (1.24%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Romesh Construction Co L1 | ABROL CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge:- ALL KIND OF SOILS | 3,855.01 | Cum | 172 ₹6,63,062.19 | 150 ₹5,78,251.91 Lowest |
| 2.00 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m 2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. ALL KIND OF SOILS | 847.59 | Cum | 190 ₹1,61,042.62 Lowest | 453.05 ₹3,84,005.29 |
| 3.00 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: ALL KIND OF SOILS:- | 652.01 | Cum | 190 ₹1,23,881.37 Lowest | 211.72 ₹1,38,044.27 |
| 4.00Extra for every additional lift of 1.5 m or part thereof in excavation:- ALL KIND OF SOILS | |||||
| 5.00 | Above 1.5 m upto 3.0 m | 1,331.63 | Cum | 45 ₹59,923.53 Lowest | 68.59 ₹91,331.46 |
| 6.00 | Above 3.0 m upto 4.5 m | 1,038.86 | Cum | 45 ₹46,748.51 Lowest | 137.17 ₹1,42,501.93 |
| 7.00 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. | 136.29 | Cum | 850 ₹1,15,848.91 | 645.67 ₹87,999.92 Lowest |
| 8.00Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: | |||||
| 9.00 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) | 371.21 | Cum | 4,650 ₹17,26,139.81 | 4,500 ₹16,70,457.88 Lowest |
| 10.00 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 145.11 | Cum | 5,400 ₹7,83,619.37 | 5,100 ₹7,40,084.96 Lowest |
Tender Value
₹8.9 Cr
EMD Value
₹17.9 L
Closing Date
16 Jan 2023, 2:00 pmClosed
DY. GENERAL MANAGER
Office of the Deputy General Manager, JKPCC Ltd., Unit Jammu.
Construction of New Skill Laboratory Block (G plus 2) at GGM Science College Jammu (Civil Part)
2022_PWDJK_201182_1
e-NIT NO. 23/JAMMU of 2022-23 Dt. 30-12-2022.
Open Tender
Civil Works
Item Rate
730 days
JAMMU
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
Yes
Financial Controller, JKPCC Ltd.
₹17.9 L
Yes
Managing Director, JKPCC Ltd., Jammu
6 Feb 2023
30 Dec 2022
17 Jan 2023
30 Dec 2022
16 Jan 2023
2 Jan 2023
6 Jan 2023
Amount
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge:- ALL KIND OF SOILS
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m 2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. ALL KIND OF SOILS
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: ALL KIND OF SOILS:-
Extra for every additional lift of 1.5 m or part thereof in excavation:- ALL KIND OF SOILS
Above 1.5 m upto 3.0 m
Above 3.0 m upto 4.5 m
Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size)
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1:5:10 (1 cement : 5 coarse sand : 10 graded brick aggregate 40 mm nominal size
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, columns, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). All works above plinth level upto floor V level
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge.
All works upto plinth level
All works above plinth level upto floor V level
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels:- Thermo-Mechanically Treated bars of grade Fe-500D or more.
FORM WORK:- Centring and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns etc. for mass concrete.
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
Columns, pedestrals, pillars, piers, abutments, posts and struts
Lintel, beams, plinth beams, girders, bressumers and cantilevers
Suspended floors, roofs, landings, balconies and access platforms, Slabs, Mumty, etc.
Stairs (excluding landings) except spiral staircases.
Counters/ Shelves (G+2)
Weather shades, chajjas, corbels etc. including edges.
Edges of slabs and breaks in floors and walls:-under 20 cms wide
Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and de-centering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof (Plan area to be measured). Suspended floors, roofs, landings, beams and balconies (plan area to be measured)
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materials:-
Beyond 30 cm girth upto and including 60 cm girth
Beyond 60 cm girth upto and including 120 cm girth.
Beyond 120 cm girth upto and including 240 cm girth.
Above 240 cm girth
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete along with mixed water proofing chemical in cement:-
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand)
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand)
Extra for half Brick masonry in superstructure above plinth level upto floor V level.
Extra for providing and placing in position 2 Nos. 8mm dia. M.S. bars at every third course of half brick masonry.
Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) for fixed frames Power coated aluminium 10 Gauge sections
Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For shutters of doors, windows & ventilators including providing and fixing S.S hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.) Powder coated aluminum (minimum thickness of polyester powder coated 50 microns 10 Gauge sections
Providing and fixing Anodized aluminum grill (Anodized transparent or dyed to required shade according to IS: 1868 minimum anodic coating of Grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing windows frame with C.P. brass/stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved Anodized aluminum standard section around the opening, all complete as epr requirement and direction of Engineer-in-charge. (only weight of grill to be measured for payment)
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer in- charge. (Cost of aluminium snap beading shall be paid in basic item.) With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm)
Providing and fixing fly proof wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions all complete. With stainless steel grade 304 wire gauge with wire of dia 0.50 mm With 12 mm mild steel/ S.S U beading all complete:-
Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board (conforming to IS:12823 Grade-I type-II) in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass/stainless steel screws etc. complete as per architectural drawings and directions of engineer-incharge Pre-laminated particle board with decorative lamination on both sides.
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 600x600 mm double charged
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shades, in dado, skirting, riser of steps etc. over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement and matching pigments etc. complete. Size of tile 600x600 mm double charged
Providing and laying Ceramic glazed floor tiles 300x300 mm Anti-skid (thickness to be specified by the manufacturers) of 1st quality conforming to IS:15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete In colour such as White, Ivory, Grey, Fume Red Brown
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement :3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointingin white cement mixed with pigment of matching shade complete
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, nosing, and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. 18 mm thick
Providing edge moulding to 18 mm/16 mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite Work
Extra for providing opening of required size and shape for wash basin/ kitchen sink in kitchen platform, vanity counters and similar location in marble/granite / stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
Extra for providing grooves (3 nos) at the edge of treads in steps of stairs to make it anti-slippery as per the requirements on site on the directions of Engineer-incharge at site:-
Providing and Laying of Terracotta paver tiles 300 x 300 mm size having thickness upto 10mm; laid on 20 mm thick bed of cement mortar 1: 4 (1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., in required pattern, shades & colour of suitable make all complete
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shapelaid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
Providing and fixing Glass strips in joints of terrazzo/ cement concrete floors:-40 mm wide and 6 mm thick
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.:- M.S. tube
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc. including welding ,grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete ,including fixing the railing with necessary accessories and stainless steel dash fasteners, 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, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge Made of G.I. wire of dia 4 mm
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. (a) Crushed (Including cost / Carriage of material by Mechanical transport)
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design:In 75x75 mm deep chase (Including cost / Carriage of material by Mechanical transport)
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
Providing and laying water proofing treatment on washrooms, roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound@ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg./sqm. and coarse sand @1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured.
Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations. a) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. d) finishing the surface with 20mm thick joint less cement mortar of mix 1:4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm/sq 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineer in-charge. With average thickness of 120mm and minimum thickness at khurra as 65 mm
Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles.
6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
15 mm plaster with 1:4 mix (1 cement: 4 fine sand) on walls:-
15 mm plaster with 1:6 mix (1 cement: 6 fine sand) on interior walls:-
20mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) in two coats on exterior walls:-
Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2mm thick
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.
Wall Painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work
Finishing walls with textured exterior paint of required shade on New work (two or more coats applied @ 3.28 liter/10sqm) over and including base coat of exterior primer applied @ 2.20kg/10sqm and also includes applying a coat of weather shield protection paint over textured surface all complete:-
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) (Samosam paint)
Painting with ready mixed synthetic enamel paint of approved brand and manufacture Asian / Nerolac / Berger / Dulux paints only in all shades to give an even shade New steel/wood work complete at all levels (two or more coats) (Including cost / Carriage of material by Mechanical transport)
Supplying chemical emulsion in sealed containers including delivery as specified. Chlorophriphos/Lindane emulsifiable concentrate of 20%
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL antitermite treatment. (excluding the cost of chemical emulsion): Treatment of soil under existing floors using chemical emulsion (Chlorophriphos/Lindane E.C. 20% with 1% concentration) @ one litre per hole, 300mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement :2 coarse sand) to match the existing floor:
Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum basemembers, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical location in load application areas that accommodates multi directional seismic movement without stress to its components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self centering arrangement that freely rotates / moves in all directions. The Self –centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer-in-Charge. (Material shall confirm to ASTM 6063.) Floor joint of 100 mm gap
Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In-Charge. The joints shall be ofvextruded aluminum base members, self aligning / centering 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, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multi-cellular to facilitate movement. (Material shall confirm to ASTM 6063. Wall joint of 100 mm gap
Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arrangement support plates as per ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s preengineered self-centering arrangement that freely rotates/ moves in all directions. The self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint system shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint system to have water tight joint is mandatory requirement. Material shall confirm to ASTM 6063. Roof joint of 100 mm gap
Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for expansion joints. 300 mm wide
Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :
Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete
Providing and fixing aluminum tubular handle bar 32mm outer dia,3.0mm thick & 2100mm long with SS screw etc. complete as per direction of Engineer-in-charge Polyester powder coated minimum thickness 50 micron aluminum tubular handle bar
Providing and fixing aluminum hanging floor door stopper, ISI marked,anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. completeTwin rubber stopper
Providing and fixing bright finished brass hard drawn hooks and eyes:-
Providing and fixing of Rubber Door back stopper Lever type door mounted with necessary screws/nuts etc. complete: 75 mm long
Providing and fixing aluminum die cast body tubular type universal hydraulic door closer (having brand logo with IS: 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete
Providing and fixing white vitreous china pedestal type water closet (European type W.C . .pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern including flush pipe with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures, complete including cutting and making good the walls and floors wherever requied W.C. pan with lSI marked white solid plastic seat and lid of make Hindware/Cera/Jaquar only:- (incl. All Carriages)
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:One urinal basin with 5 liter white P.V.C automatic flushing cistern.
Providing and fixing Rectangular shaped urinal partition with frosted glass of 8 mm thickness having size 900x450 mm fitted with a pair of chrome plated hinges with all necessary screws and nuts all complete of approved brand and make Hindware/Cera/Jaquar or equivalent as approved by engineer in-charge at site
Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer with 32 mm C.P. brass waste coupling of standard pattern, of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings of make Hindware/Cera/Jaquar only:- (incl. With Carriages)
Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40mm C.P. brass waste and 40 mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the walls wherever required : Size 600x450x200 mm
Providing and fixing C.P. Brass 3-way Laboratory Tap/cock/faucet 15 mm nominal bore with necessary screws, brackets, nuts or bolts etc; all complete of make hindware/Cera/Jaguar only:- (With all Carriages)
Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fitting complete. Flexible pipe 40 mm dia (With Carriages)
Providing and fixing 100 mm CP grating (hole or without hole) for gully, floor or Nahani trap.ISI marked All complete of make hindware/Cera/Jaquar only:- (With all Carriages)
Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete ISI marked of make Saint Gobin or Modi float or equivalnet brand as approved by Engineer incharge at site:- (With all Carriages)
Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C. P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs, etc. complete of make hindware/Cera/Jaquar only:-
Providing and fixing unplasticised - Rigid PVC PIPES conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10mm gap of thermal expansion;with necessary stays / clamps with fasteners having working pressure of 4kg/cm2 of make Supreme or finolex only :- all complete including testing of joints and pipes for leakage etc.:- (Including cost / Carriage of material by Mechanical transport)
50 mm dia
75 mm dia
110 mm dia
160 mm dia
200 mm dia
250 mm dia
Providing and fixing unplasticised - PVC moulded fittings / accessories for unplasticised - Rigid PVC pipes conforming to IS : 13592 Type A including jointing with seal ring & insertion rubber washer 3 mm thick conforming to IS : 5382 leaving 10mm gap for thermal expansion; with necessary stays / clamps with fasteners bolts and nuts complete; having working pressure of 4kg/cm2 of make Supreme or finolex only :- all complete including testing of joints and pipes for leakage etc.:- (Including cost / Carriage of material by Mechanical transport)
PVC PLAIN BEND (of required degree):-
50 mm dia.
75 mm dia.
110 mm dia
160 mm dia.
200 mm dia.
PVC DOOR BEND( of required degree):-
50 mm dia.
75 mm dia.
110 mm dia
160 mm dia.
200 mm dia.
PVC PLAIN TEE:-
50 mm dia.
75 mm dia.
110 mm dia
160 mm dia.
200 mm dia.
PVC DOOR TEE:-
50 mm dia.
75 mm dia.
110 mm dia
160 mm dia.
200 mm dia.
PVC REDUCER PLAIN TEE:-
110 mm x 75 mm
160 mm x 110 mm
200 mm x 160 mm
PVC REDUCER DOOR TEE:-
110 mm x 75 mm
160 mm x 110 mm
200 mm x 160 mm
PVC OFFSETS:-
50 mm PVC off sets
75 mm PVC off sets
110 mm PVC off sets
160 mm PVC off sets
200 mm PVC off sets
PVC COUPLER/COLLAR:-
50 mm dia
75mm dia
110mm dia
160 mm dia
200 mm dia
PVC VENT COWL:-
75mm dia
110mm dia
160 mm dia
PVC FLOOR/NAHANI TRAP:-
110 mm x 75 mm
110 mm x 100 mm
PVC P/Q/S TRAP:-
100 mm dia.
Providing and fixing Soap dish (C.P. brass) with brackets ,nuts & screws complete etc. of make hindware/Cera/Jaquar only:- (With all Carriages)
Providing and fixing (C.P. Brass ) towel ring trapezoidal shape 215 mm long, 200 mm wide with a minimum distance of 37 mm from wall face with concealed fittings arrangements of approved quality and colour, weighing not less than 88 gms.
Providing and fixing towel rail 600mm long (C.P. brass) with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 gms.with brackets ,nuts & screws complete etc. of make hindware/Cera/Jaquar only:- (With all Carriages)
Providing and fixing C.P. brass bib cock of approved quality conforming to IS : 8931 of make hindware/Cera/Jaquar only:- 15 mm nominal bore (With all Carriages)
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms of make hindware/Cera/Jaquar only:- 15 mm nominal bore (With all Carriages)
Providing and fixing C.P. brass angle valve for basin/wall mixer and geysers points of approved make conforming to IS : 8931 15 mm nominal bore of make hindware/cera/jaquar or as approved by site incharge (With all Carriages)
Providing and fixing uplasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal bore (With all Carriages)
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge all complete of make hindware/Cera/Jaquar only:-. (With all Carriages)
Providing and fixing G.l. pipes complete with G.l. fittings and clamps, including cutting and making good the walls etc.(internal work) of make Jindal/Surya Prakash of medium class or as approved by site incharge (INTERNAL WORK-Exposed on wall) all complete including testing of pipes and fittings and joints for leakage with pressure pump etc. (Incl. all carriages)
15 mm dia. nominal bore (medium)
20 mm dia. nominal bore (medium)
25 mm dia. nominal bore (medium)
32 mm dia. nominal bore (medium)
Providing and fixing G.l. pipes complete with G.l. fittings and clamps, Concealed pipe including painting with anti-corrosive bitumastic paint(two coats) over a ready mixed priming coat , cutting chases and making good the wall , all complete including testing of pipes and fittings and joints for leakage with pressure pump etc.of make Jindal/Surya Prakash of medium class or as approved by site incharge (Incl. all carriages)
15 mm dia. nominal bore (medium)
20 mm dia. nominal bore (medium)
Providing and fixing G.l. pipes complete with G.l. fittings including trenching and refilling etc. (EXTERNAL WORK) of make Jindal/Surya Prakash of medium class or as approved by site incharge all complete including testing of pipes and fittings and joints for leakage with pressure pump etc. (Incl. all carriages)
25 mm dia. nominal bore
32 mm dia. nominal bore
Providing and filling sand of coarser grade alround the G. I. pipes in external work (Including cost / Carriage of material by Mechanical transport)
25 mm diameter pipe.
32 mm dia. nominal bore
Making connection of G.l. distribution branch with G.l. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete all complete including testing of pipes and fittings and joints for leakage with pressure pump etc.of make UNIK or NEW or equivalent as approved by site incharge :- 25 to 40 mm nominal bore (Incl. all carriages)
Providing and fixing G.l. Union in G.l. pipe including cutting and threading the pipe and making long screws etc. complete (new work) all complete including testing of pipes and fittings and joints for leakage with pressure pump etc.of make UNIK or NEW or equivalent as approved by site incharge (Incl. all carriages)
15 mm nominal bore
20 mm nominal bore
25 mm nominal bore
32 mm nominal bore
Providing and placing on terrace (at all floor levels) polyethylene water storage tank lSI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank [Sintex, Electroplast, Star, Lotus or equivalent having valid lSI license] (incl. cost / carriage of material upto roof top).
Providing and fixing G.I.TANK NIPPLE of suitable dia. of make UNIK or NEW or equivalent ISI marked as approved by engineer incharge at site all complete including testing of fittings and joints for leakage etc.:- 32 mm dia. nominal bore (incl. all carriages)
Providing & fixing BRASS BALL VALVE of approved quality conforming to IS : 8931 of make UNIK or DRP or as approved by site incharge (incl. all carriages)
25 mm nominal bore
32 mm nominal bore
Providing and fixing BRASS FLOAT BALL VALVE; High or low pressure with plastic floats:- of approved quality conforming to IS : 8931 of make UNIK or DRP or approved by engineer incharge at site:- 32 mm nominal bore (incl. all carriages)
Providing and fixing Gun metal gate valve with C.l. wheel of approved quality (screwed end) conforming to IS : 8931 of make UNIK or DRP or as approved by site incharge:- 32 mm nominal bore (incl. all carriages)
Providing and fixing Brass Foot valve with strainer/filter of approved quality (screwed end) conforming to IS : 8931 of make UNIK or DRP or as approved by site incharge:- 32 mm nominal bore (incl. all carriages)
Providing and fixing of stainless steel Rainwater Khurra JALI to be placed at roof and mumty levels of make CHILLY or CAMRY or equivalent all complete:- square or circular in shape of dia/size:- 150 mm (incl. all carriages)
Providing & Installation of 2.0 H.P. three phase water pump of make Crompton with all fittings, connecting inlet & outlet, fixtures, electrical connection and starter all complete:- (incl. all carriages)
Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks (Including cost / Carriage of material by Mechanical transport)
Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 gradedstone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. (Including cost / Carriage of material by Mechanical transport)
Providing and fixing square- mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design. 100 x 100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) R.C.C. top slab with 1 :2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finsihed with a floating coat of neat cement complete as per standard design (Including cost / Carriage of material by Mechanical transport)
Inside size 90x80 cm and 45 cm deep including C.l. cover with frame (light duty) 455x610 mm. internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg):- With F.P.S. bricks with class designation 75 & with Crushed stone aggregate
Inside size 90x80 cm and 60 cm deep including C.l. cover with frame (light duty) 455x610 mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :- With F.P.S. bricks with class designation 75 & with (a) Crushed stone aggregate
Extra for depth for brick masonry manholes:-Size 90x80cm:- With F.P.S. bricks with class designation 75 (Including cost / Carriage of material by Mechanical transport)
Supplying & fixing C.I cover with frame for manhole in sump / septic tank 455x610mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.
Making soak pit 2.5 m diameter 3.0 metre deep with 45x45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design by way of earth excavation by mechanical means; laying of 100 mm thick P.C.C. bed in 1:4:8 mix ratio & R.C.C. Slab on top in 1:1.5:3 mix ratio; providing and fixing of Manhole with MS frame and cover having passing of 50 mm dia. Vent air pipe through it for foul gases; brick masonry in 1:6 cement mortar mix with providing of pores; and filling of brick bat aggregates around the dry brick honey comb shaft; P/F of pvc bend/tee at the S.W. Drain pipe; all complete etc:- With F.P.S. bricks and Crushed (Including cost / Carriage of material by Mechanical transport)
Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing off by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure)
Supplying and stacking of good earth at site including royalty and carriage complete (earth measured in stacks will be reduced by 20% for payment)
Supplying and stacking at site dump manure from badi or other approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) Screened through sieve of I.S. designation 4.75 mm
Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation
Providing, Supplying and plantation of flowers, plants & Trees of different types & species all complete:-
Disposal of surplus excavated earth by mechanical transport with lead upto 10 Kms:-
Note:- i) Including cost of all leads, lifts; & Carriage of material by Mechanical transport Complete.
ABROL CONSTRUCTION COMPANY
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