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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹23.8 L+₹6,146.39 (0.26%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹24.8 L+₹1.0 L (4.27%)Admitted-Finance KARTHIKA VAILALA HOUSE AKALUR PUTHUR P O LAKKIDI PERUR PALAKKAD | LAKKIDI PERUR | PALAKKAD | KERALA | 679302 | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shyja Suresh K L1 | K HARINARAYANAN L3 | GLOBAL CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|
| 1.00Civil Works | ||||||
| 1.00 | 2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and
saplings of girth up to 30 cm measured at a height of 1 m above ground level and
removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 731 | Sqm | 16.7 ₹12,207.7 Lowest | 20 ₹14,620 | 16.7 ₹12,207.7 Lowest |
| 1.00 | 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means
over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5
m, as directed by Engineer-in-charge.All kinds of soil | 25.85 | Cum | 236.63 ₹6,117.83 Lowest | 250 ₹6,463.5 | 236.63 ₹6,117.83 Lowest |
| 1.00 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | 5.88 | Sqm | 354.69 ₹2,085.58 Lowest | 380 ₹2,234.4 | 354.69 ₹2,085.58 Lowest |
| 1.00 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | 4.19 | Sqm | 700.72 ₹2,936.02 | 750 ₹3,142.5 | 700 ₹2,933 Lowest |
| 1.00 | 4.1.5
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3
coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural sources) | 4.51 | Cum | 7,870.91 ₹35,497.8 Lowest | 8,000 ₹36,080 | 7,870.91 ₹35,497.8 Lowest |
| 1.01 | 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing
in position and binding all complete upto plinth levelThermo - Mechanically Treated
bars of grade Fe-500D or more | 124.17 | Kg | 103.26 ₹12,821.79 Lowest | 120 ₹14,900.4 | 103.26 ₹12,821.79 Lowest |
| 1.01 | 5.1.2
Providing and laying in position specified grade of reinforced cement concrete,
excluding the cost of centering, shuttering, finishing and reinforcement - All work up
to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm
nominal size derived from natural sources) | 1.63 | Cum | 9,634.13 ₹15,665.1 Lowest | 9,700 ₹15,772.2 | 9,634.13 ₹15,665.1 Lowest |
| 1.01 | 2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 15.81 | Cum | 292.52 ₹4,624.74 Lowest | 320 ₹5,059.2 | 292.52 ₹4,624.74 Lowest |
| 1.01 | 7.1.1
Random rubble masonry with hard stone in foundation and plinth including levelling
up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate
20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse
sand) | 10.26 | Cum | 7,663.65 ₹78,613.72 Lowest | 7,850 ₹80,525.3 | 7,663.65 ₹78,613.72 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
12 Nov 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
Kozhikode District Panchayath-2025-26- Project No. 1093- Construction of Gender Park at Naripatta 113771 Kunnummal GP, Kozhikode District
2025_KEL_819281_1
KRO/BDC/2231/2025
Open Tender
Civil Works - Buildings
Item Rate
KEL MAMALA
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
18 Nov 2025
5 Nov 2025
13 Nov 2025
5 Nov 2025
12 Nov 2025
5 Nov 2025
5 Nov 2025 - 12 Nov 2025
Amount
Civil Works
2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
50.6.2.1 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
50.6.2.2 Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
13.9.1 Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
13.48.1 Finishing with Deluxe Multi surface paint system for interiors and 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 /10 sqm
21.1.1.2 Providing and fixing aluminium 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, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
21.1.2.2 For shutters of doors, windows & ventilators including providing and fixing 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 aluminium (minimum thickness of powder coating 50 micron)
21.3.1 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 4.0 mm thickness (weight not less than 10kg/sqm)
22.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
11.46.2 Providing and laying Vitrified tiles indifferent 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 & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm
9.118.1 Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter).
9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer-in Charge.
50.18.9.4.1 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2
50.18.8.3.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2
50.18.9.3.2 Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2
50.18.9.15.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 6 Kgf/cm2 - External work - Exposed on wall
50.18.9.19.1 Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall
50.18.9.20.1 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow
50.18.9.20.2 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -63 dia 45 degree Elbow
50.18.9.22.5 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee
50.18.9.22.6 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x110x110 mm dia Door tee
50.18.9.22.8 Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia Vent cowl
50.18.9.5.2 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2
OD167752/2025-2026 Supplying and fixing PVC Floor Trap 100mmx75mm size without Jali including cutting open, boring through RCC slabs and making good the damages
50.17.1.3 Supplying and fixing CP Towel rod 60cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-incharge.
18.49.1 Providing and fixing C.P brass bib cock of approved quality conforming to IS: 8931.15 mm nominal bore
50.17.1.5 Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make ) including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
17.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
17.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid
18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore
51.19.ST1 Supplying and installing ready made PVC Septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately) 1. Below 15 flush capacity
10.28 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, i/c fixing the railing with necessary accessories & 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.)
11.41.3 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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 800x 800 mm
50.10.1 Steel work in built up G I 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
50.10.2 Steel work for purlin/single section with G I pipes 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
13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD180826/2025-2026 Providing & fixing glazed ceramic roof tile of 10 mm nominal thickness (and as per approved pattern and colour on steel frame work complete (steel frame work to be paid separately)
OD180827/2025-2026 Providing & laying glazed ceramic ridge roof tile 10 mm thickness and of approved pattern and colour on steel frame work complete (steel frame work to be paid separately)
OD180825/2025-2026 Providing and fixing 15 cm wide semi circular PVC Rain Water gutter with iron brackets 40x3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete
11.20.1 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
16.91.2 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
100.98.1007 Engaging Beldar
OD180930/2025-2026 Providing and Fixing 24'x8' ACP name board including cost and conveyance of all materials and labour charges
OD180931/2025-2026 Supplying and fixing of Acrylic Light Board & Sticker lettering on ACP Panel at the entrance area including fitting etc as per the instruction of EIC ( size: 350x50 cm)
OD181834/2025-2026 Supplying and planting Mango tree (3 ft height ) in a hole digged twice the width of the root ball.(Make sure the graft union is above the soil level)
Gym Equipments
OD167741/2025-2026 Supplying and fixing of AIR WALKER with Structure made of 4 inch GI pipe and 3.5 mm thickness Arm - Structure made of 1 inch GI pipe and 3 mm thickness Bearing - Ball bearing (SKF) Seats - Structure made of MS sheet, 3 to 3.5 mm thickness and plastic seats Top Cap - Made up of SS Material Paint - Double powder coating complete as per the direction of engineer in charge
OD167742/2025-2026 Supplying and fixing of SITTING & STANDING TWISTER with Pipe - Structure made of 4 inch GI pipe and 3.5 mm thickness Arm - Structure made of 1 inch GI pipe and 3 mm thickness Bearing - Ball bearing (SKF) Seats - Structure made of MS sheet, 3 to 3.5 mm thickness and plastic seats Top Cap - Made up of SS Material Paint - Double powder coating complete as per the direction of engineer in charge.
OD167743/2025-2026 Supplying and fixing of SQUAT PUSHING DOUBLE with Pipe - Structure made of 4 inch GI pipe and 3.5 mm thickness Arm - Structure made of 1 inch GI pipe and 3 mm thickness Bearing - Ball bearing (SKF) Seats - Structure made of MS sheet, 3 to 3.5 mm thickness and plastic seats Top Cap - Made up of SS Material Paint - Double powder coating complete as per the direction of engineer in charge.
OD167744/2025-2026 Supplying and fixing of ROWER with Pipe - Structure made of 4 inch GI pipe and 3.5 mm thickness Arm - Structure made of 1 inch GI pipe and 3 mm thickness Bearing - Ball bearing (SKF) Seats - Structure made of MS sheet, 3 to 3.5 mm thickness and plastic seats Paint - Double powder coating complete as per the direction of engineer in charge
OD167745/2025-2026 Supplying and fixing of ELLIPTICAL TRAINER with Pipe - Structure made of 4 inch GI pipe and 3.5 mm thickness Arm - Structure made of 1 inch GI pipe and 3 mm thickness Bearing - Ball bearing (SKF) Seats - Structure made of MS sheet, 3 to 3.5 mm thickness and plastic seats Top Cap - Made up of SS Material Paint - Double powder coating complete as per the direction of engineer in charge
OD167746/2025-2026 Supplying and fixing of HORSE RIDER with Pipe - Structure made of 4 inch GI pipe and 3.5 mm thickness Arm - Structure made of 1 inch GI pipe and 3 mm thickness Bearing - Ball bearing (SKF) Seats - Structure made of MS sheet, 3 to 3.5 mm thickness and plastic seats Paint - Double powder coating complete as per the direction of engineer in charge
OD167747/2025-2026 Supplying and fixing of JUNIOR SEE SAW with 114mm Dia 3.5mm Wall Thickness Jindal Gi Pipe With 60-80 Micron Powder coated With Sand Blasted Process Paint, GI Nut Bolt High Quality Premium Spring Used, Rotto Moulded Plastic Seat Used
OD167748/2025-2026 Supplying and fixing of HORSE SPRING ROCKER with Rotto Mould Plastic In Shape Of Hose, High Quality Spring With Powder Coated Paint, GI Nut Bolt Used
OD167749/2025-2026 Supplying and fixing of WAVE SMALL SLIDE with Slide Channel Rotto Mould Plastic With Virgin Plastic Granules, GI Laser Punched Platform And 70 Mm Dia Jindal Gi Pipe With Powder Coated Paint And Sand Blasted
OD167750/2025-2026 Supplying and fixing of SINGLE SWING with 114 Mm Jindal Hi With 3.5 Mm Wall Thickness With 60-8- Micron Powder Coated Paint With Sand Blasted, Plastic Coated Swing Chain With Bearing System And Nylon Seat. SS Nut Bolts
OD167751/2025-2026 Supplying and fixing of FAMILY SWING (OD 2.5 inch MS pipe 3 mm thickness SS chain, metal seating part) Total size- L. 210cm, W 140cm, H 220 cm Seat - L 160cm, W 45cm, H 46cm
EXCLUSIVE OF GST
Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items
3.Rate should be Exclusive of GST.
4.Work should be executed as per DSR/PWD specification and direction of Engineer at site.
5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference
8.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.)
9. SOLID BLOCK MASONRY: Min. average compressive strength as per IS shall be 40-50kg/cm2 and has to be assessed by testing at Govt. lab. ( Variation in rate due to change in size of block and level of floor as per DSR/PRICE has to be considered)
10. STEEL WORK G.I.PIPE: Make: JINDAL, Tata or eq. primary make in the order of preference.
11.DELUXE MULTI SURFACE PAINT SYSTEM: Make: JOTUN, Asian, Berger, Nerolas or eq. in the order of pref.
12.VITRIFIED FLOOR TILES/ CERAMIC GLAZED WALL TILES: Make: Khajaria, Jhonson, RAK, NITCO, Cera or Eq. in the order of preference and prior sample approval from KEL, Client
13.ALUMINIUM WORK: Make: INDAL, JINDAL in the order of preference and prior sample approval from KEL, Client
14.Rigid PVCPipes/Casing & Capping - A-ONE/REPUTED MAKE with ISI , Precession, Balco, GEO
15. ACRYLIC SMOOTH EXTERIOR PAINT/ SYNTHETIC ENAMEL PAINT/WHITE CEMENT BASED PUTTY/ CEMENT PRIMER: Make: Asian, Berger, Nerolas or eq. in the order of pref.
GLOBAL CONSTRUCTIONS (BID ID -2436409)
K HARINARAYANAN (BID ID -2436152)
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