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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.3 CrAccepted-AOC | ₹2.3 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹2.6 Cr+₹24.5 L (10.6%)Rejected-AOC | ₹2.6 Cr+₹24.5 L (10.6%) | 2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical EMD REFUND |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
17 Feb 2021, 5:00 pmClosed
CHIEF ENGINEER, KSCADC
CHIEF ENGINEER KSCADC 1st Floor, Chalachithra Kalabhavan Building, Vazhuthacaud, Jagathy P.O. Thiruvananthapuram Pin-695014
Tourism - Development of ValiyaVeliSnehatheeram Beach, Thiruvnanathapuram- Civil works
2021_SCADC_413202_1
ET-123/2020-21
Open Tender
Civil Works - Others
Item Rate
240 days
ValiyaVeli, Thiruvnanathapuram
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,950
₹1 L
6 Aug 2021
8 Feb 2021
18 Feb 2021
8 Feb 2021
17 Feb 2021
8 Feb 2021
Amount
General Civil Works
15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
2.27 : Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete.
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
50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
50.6.1.8 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm 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
od314879/2020_2021 : Providing and fixing superior quality yellow laterite finished wall cladding as approved by Engineer -in-Charge, in walls over 15 mm(or nearest size) thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, to be finished completely as per the architectural drawings
od314880/2020_2021 : Providing and fixing superior quality red laterite finished wall cladding as approved by Engineer -in-Charge, in walls over 15mm (or nearest size)thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, to be finished completely as per the architectural drawings
od314872/2020_2021 : Providing and fixing superior quality granite finished wall cladding as approved by Engineer -in-Charge, in walls over 15 mm (or nearest size) thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, to be finished completely as per the architectural drawings
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)
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
13.44.1 : Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
13.33.2 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Raised and cut pointing
od314881/2020_2021 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses hot dip galvanised TATA STRUCTURA make or equivalent including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.<br>
13.48.3 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
od314882/2020_2021 : Construction of tube well of 200mm dia using blue treaded plain pipe, blue slotted treaded pipe, all drilling charge, providing filter where ever necessary. filling the sides, compressor cleaning,i, testing and commissioning etc complete
od314883/2020_2021 : Installing 5 hp submersible pump in tube well with necessary rope and other accessory, delivery line suitable to pump, including providing necessary panel board, testing and commissioning etc complete
50.18.8.1.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 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. 15 mm pipe 10kgf/cm2
50.18.8.2.2 : 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. 20 mm pipe 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
50.18.8.4.1 : 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. 32 mm pipe 10Kgf/cm2
50.18.8.5.1 : 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. 40 mm pipe 10 kgf/ cm2
50.18.8.6.1 : 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. 50 mm pipe 10 kgf/cm2
50.18.9.1.2 : 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. 15 mm dia 10Kgf/cm2
50.18.9.2.2 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm dia 10 Kgf/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
50.18.9.5.1 : 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 40 mm dia 10Kgf/cm2
50.18.9.6.2 : 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. 50 mm dia 6 Kgf/cm2
50.18.9.7.1 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2
50.18.9.8.2 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching and refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 4 Kgf/cm2
50.18.9.9.1 : 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.110 mm dia 6Kgf/cm2
50.18.9.11.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m 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 15 mm dia 10 Kgf/cm2- External work - Exposed on wall
50.18.9.12.2 : 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 20 mm dia 10Kgf/cm2 External work- Exposed on wall
50.18.9.14.2 : 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 32 mm dia 6 Kgf/cm2 - External work - Exposed on wall
50.18.9.16.1 : 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 50 mm dia 10Kgf/cm2 - External work - Exposed on wall
50.18.9.17.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clip 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 63 mm dia 6 Kgf/cm2 - External work - Exposed on wall
50.18.9.17.2 : 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 63 mm dia 4 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
50.18.9.19.2 : 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 m dia 4 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
50.18.9.20.5 : Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes including jointing with PVC solvent cement - 63x63x63 mm dia Tee
50.18.9.21.3 : Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75 mm dia Door Elbow
50.18.9.21.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend
50.18.9.22.1 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow
50.18.9.22.2 : Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia 45 degree Elbow
50.18.9.22.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend
50.18.9.22.10 : Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia End Cap
50.18.78 : Making chases up to 12.5x12.5 cm in walls including making good and finishing with matching surface after housing pipe etc.
Mandapas, Stone Benches, Stone Handrails
od316001/2020_2021 : Construction of TYPE I STONE MANDAPAS, of overall size 2.5mx2.5m made of 300x300 mm krishnashila granite stone pillars, 2.4 m height and connected with granite stone pergolas of size and fixed with necessary tongue and grove arrangements and pergolas made of stone beams of size 120X200 mm, both neatly chisel dressed provided with adhesive sealants of approved quality with necessary mouldings and groves as per drawings. The roof shall be of 50mm thick stone slab as per drawing.The rate including cost of all materials, labour charge,transportation,electricity and fuel for the generator etc designed as per the architectural drawings all complete as per direction of Engineer - in-charge.
od315999/2020_2021 : Construction of TYPE II STONE MANDAPAS, of overall size 9.3m x 1.8m made of 250x250 mm krishnashila granite stone pillars, 2.25m height and connected with granite stone pergolas of size 120X200 mm ,both neatly chisel dressed and fixed with necessary tongue and grove arrangements and provided with adhesive sealants of approved quality with necessary mouldings and groves as per drawings. The roof shall be of 50mm thick stone slab as per drawing. The rate including cost of all materials, labour charge, transportation, electricity and fuel for the generator etc, designed as per the architectural drawings all complete as per direction of Engineer - incharge.
od316000/2020_2021 : Construction of TYPE III STONE MANDAPAS of overall size 5.7mx 1.8m with 250x250 mm krishnashila granite stone pillars , 2.25 m height both neatly chisel dressed and fixed made of with necessary tongue and grove arrangements and provided with adhesive sealants of approved quality with necessary mouldings and groves as per drawings. The roof shall be of 50mm thick stone slab as per drawing. The rate including cost of all materials, labour charge,transportation,electricity and fuel for the generator etc designed as per the architectural designs all complete as per direction of Engineer - incharge.
od316002/2020_2021 : Construction of CENTRAL STONE MANDAPA of overall size 7.5m x 3.3m, made of 350X350 mm granite stone pillars, 2.7 m height and connected with stone pergolas of size 120X200mm both neatly chisel dressed and fixed with necessary tongue and grove arrangements and provided with adhesive sealants of approved quality with necessary mouldings and groves as per drawings.The rate including cost of all materials, labour charge, transportation, electricity and fuel for the generator etc designed as per architectural designs all complete as per direction of Engineer - in-charge.
od316003/2020_2021 : GRANITE STONE HANDRAILS -Providing and fixing krishnashila Granite Stone Handrails of size 125x100mm fixed on to Granite stone balusters of size 80X80 mm, both neatly chisel dressed with tongue and groove arrangement fixed with sealants of approved necessary quality mouldings and grooves as per drawings including cost of all materials, labour charge, transportation, electricity and fuel for the generator etc all complete as per direction of Engineer - in-charge.
od316004/2020_2021 : "STONE BENCH - Providing and fixing stone bench, 75mm thick solid krishnashila granite stone fixed on to vertical granite supports 100mm thick, both having one line chiseled finish, and fixed with anchorage of 150mm embedded into PCC as per drawings. Including cost of all material, labour charge ,transportation, electricity and fuel for the generator etc all complete as per direction of Engineer - in-charge.
Hard Landscaping, Pavements, Kerbs and Flower Troughs
2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
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.
od316005/2020_2021 : Paving with Sadarahalli stone pavers of size 0.61mx0.304m (2'x1') or nearest size and thickness of 75 mm, neatly to lines and levels over a bed of 50-75 mm thick well consoliadetd graded sand, designed as per the architectural designs vibrating with table vibrators and filling the joints with cement slurry, locking the edges with cement concrete etc. complete as per directions of Engineer in charge
od316006/2020_2021 : Paving with natural Krishnasila granite pavers of 1.22mx0.61m (4'x2') size or nearest size, 3 line dressed and designed as per the architectutal drawings and having an average thickness of 50 mm over a bed of well consolidated graded sand bed of 100 mm thick. The stone shall be paved after wel consolidating the bed with vibrartoy hammer, embedding the stones into the ground with proper hammering, pulling out the stone and relaid to lines & levels over cement mortar, and finally pointing the joints with cement slurry as per directions of the Engineer in charge.
od314875/2020_2021 : Providing pre-cast reinforced cment concrete PALM PLANTERS of overall size 0.90 x 0.60 x 1.00 and placing in position neatly to lines and levels as per directions. The planter shall be cast with steel/plywood shuttering and the rates shall be inclusive of all materials & labour (including reinforcement) for centering, casting, handling and placing in positin neatly to lines and levels as per directions.
od314876/2020_2021 : Providing precast reinforced cement concrete FLOWER TROUGH of length 0.90 m and depth 60 cms as per drawings, placing in position and jointing neatly to lines and levels as per directions. The flower troughs shall be cast with steel/plywood shuttering and the rates shall be inclusive of all materials & labour (including reinforcement) for centering, casting, handling and placing in positin neatly to lines and levels as per directions.
od314877/2020_2021 : Providing precast reinforced cement concrete FLOWER TROUGH of length 0.90 m and depth 60 cms as per drawings, placing in position and jointing neatly to lines and levels as per directions. The flower troughs shall be cast with steel/plywood shuttering and the rates shall be inclusive of all materials & labour (including reinforcement) for centering, casting, handling and placing in positin neatly to lines and levels as per directions.
od314878/2020_2021 : Providing and fixing dressed stone steps in the landscaped area of 75mm thick stone slabs with projected nosing, and double line chosel dressing with verticals of 50mm thick granite stone including cost of all materials, labour charge, transportation, electricity and fuel for the generator etc all complete as per direction of Engineer - in-charge.
od314872/2020_2021 : Providing and fixing superior quality granite finished wall cladding as approved by Engineer -in-Charge, in walls over 15 mm (or nearest size) thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, to be finished completely as per the architectural drawings
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Dry fountain
2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
6.3.1 : Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With F.P.S. ( non modular ) bricks
od314872/2020_2021 : Providing and fixing superior quality granite finished wall cladding as approved by Engineer -in-Charge, in walls over 15 mm (or nearest size) thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, to be finished completely as per the architectural drawings
PRADEEP G
TECH MANTHRA ENGINEERS AND CONTRACTORS
Bidder Name
TECH MANTHRA ENGINEERS AND CONTRACTORS
PRADEEP G
JAI HIND NAZARUDEEN
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