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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₹13.8 LAccepted-AOC | L1 | Accepted-AOC agreement executed | |
| 2 | Rejected-Technical CHATHANNOOR VENDOR S JAYASHANKAR | - | Rejected-Technical L5 | |
| 3 | Rejected-Technical KADAPAKKADA P O KOLLAM 691008 VENDOR KOLLAM | KOLLAM | KERALA | 691008 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L2 | |
| 5 | Rejected-Technical | - | Rejected-Technical L7 |
| Sl No | Description | Qty | Unit | VIJAYAN R VIJAYA CONSTRUCTIONS L6 | Alexander L5 | KRISHNAKUMAR L2 | SACHIN KUMAR V S L4 | UNNI S L1 | Panayam Civil Construction Labour Contract Co operative Society L7 | CRAFT BUILDERS LIMITED LIABILITY PARTNERSHIP L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00PAINTING OF EXISTING BUILDINGS WITHIN THE SCHOOL | ||||||||||
| 1.00 | 13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | 5,548.8 | sqm | 19.19 ₹1,06,481.4 | 17.92 ₹99,434.42 | 16.73 ₹92,831.36 | 17.29 ₹95,938.68 | 8 ₹44,390.37 | 20.28 ₹1,12,529.58 | 5 ₹27,743.98 Lowest |
| 1.00 | 13.109.1:Finishing walls with water proofing cement paint of required shade :Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | 5,809.92 | sqm | 110.62 ₹6,42,692.91 | 103.29 ₹6,00,106.22 | 96.45 ₹5,60,366.4 | 99.68 ₹5,79,132.43 | 80 ₹4,64,793.28 Lowest | 116.88 ₹6,79,062.98 | 115 ₹6,68,140.34 |
| 1.00 | 13.99.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work | 647.3 | sqm | 101.71 ₹65,836.88 | 94.97 ₹61,474.08 | 88.68 ₹57,402.56 Lowest | 91.65 ₹59,325.05 | 90 ₹58,257 | 107.46 ₹69,558.86 | 90 ₹58,257 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 1.16 | cum | 3,440.56 ₹3,991.05 | 3,212.54 ₹3,726.55 | 2,999.79 ₹3,479.76 Lowest | 3,100.18 ₹3,596.21 | 3,600 ₹4,176 | 3,635.17 ₹4,216.8 | 3,000 ₹3,480 |
| 1.00 | 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar | 4.02 | cum | 682.83 ₹2,747.71 | 637.57 ₹2,565.58 | 595.35 ₹2,395.69 Lowest | 615.28 ₹2,475.89 | 720 ₹2,897.28 | 721.45 ₹2,903.11 | 600 ₹2,414.4 |
| 1.01 | 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 | 18.22 | cum | 337.06 ₹6,140.22 | 314.72 ₹5,733.25 | 293.88 ₹5,353.61 Lowest | 303.71 ₹5,532.69 | 350 ₹6,375.95 | 356.12 ₹6,487.44 | 300 ₹5,465.1 |
| 1.01 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 3.76 | cum | 7,433.12 ₹27,978.26 | 6,940.49 ₹26,124 | 6,480.85 ₹24,393.92 Lowest | 6,697.74 ₹25,210.29 | 7,900 ₹29,735.6 | 7,853.56 ₹29,560.8 | 7,000 ₹26,348 |
| 1.01 | OD210410/2025-2026:Dry rubble masonry with hard stone in foundation and plinth up to plinth level | 8.35 | cum | 5,202.7 ₹43,452.95 | 4,857.8 ₹40,572.35 | 4,536.18 ₹37,886.18 | 4,687.98 ₹39,154.01 | 5,552.51 ₹46,374.56 | 5,496.98 ₹45,910.78 | 3,000 ₹25,056 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) | 4.29 | cum | 7,817.85 ₹33,522.94 | 7,299.72 ₹31,301.2 | 6,816.3 ₹29,228.29 | 7,044.41 ₹30,206.43 | 8,343.49 ₹35,776.89 | 8,260.06 ₹35,419.14 | 5,000 ₹21,440 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,370
Closing Date
15 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE, Kollam municipal corporation
SE, Kollam municipal corporation
Project No. 704126 1479125 Koickal Government Higher Secondary schoolMaintenanaceDivisionl S Koickal Div.l Kollam Municipal Corporation
2025_LSGD_791872_6
PC4/16546/25
Open Tender
Civil Works - Buildings
Item Rate
120 days
Kollam Municipla Corporation
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,370
Yes
26 Dec 2025
27 Aug 2025
17 Sept 2025
27 Aug 2025
15 Sept 2025
27 Aug 2025
27 Aug 2025 - 15 Sept 2025
Amount
PAINTING OF EXISTING BUILDINGS WITHIN THE SCHOOL
13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.109.1:Finishing walls with water proofing cement paint of required shade :Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat.
13.99.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work
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.
15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
OD210410/2025-2026:Dry rubble masonry with hard stone in foundation and plinth up to plinth level
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)
50.6.3.1:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete
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)
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete
11.46.1: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 500x500 mm
17.1.1:Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litter low level white P.V.C.flushing cistern, including flush pipe, 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 require:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
50.18.9.20.7:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia vent cowl
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
50.18.9.22.10:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia End Cap
50.18.9.22.12:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x75 mm dia Reducer
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
50.18.9.22.3:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement-110 mm dia Door 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
50.18.9.22.5: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
50.18.9.9.1: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
15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
OD212782/2025-2026:Supplying lowering and fixing CC rings 1.2m-1.8m dia 30-40cm height including lining cc rings with cement mortar etc complete
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
50.18.9.12.2: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
OD212938/2025-2026:PROVIDING PVC TAP
10.25.1:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 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
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
OD213616/2025-2026:Supplying and fixing PVC door with all fittings etc complete.
50.18.9.8.1: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. 75 mm dia 6 Kgf/ cm2
KRISHNAKUMAR (BID ID -2338040)
CRAFT BUILDERS LIMITED LIABILITY PARTNERSHIP (BID ID -2335000)
SACHIN KUMAR V S (BID ID -2339395)
Alexander (BID ID -2337627)
VIJAYAN R VIJAYA CONSTRUCTIONS (BID ID -2334270)
Panayam Civil Construction Labour Contract Co operative Society (BID ID -2337132)
Bidder Name
VIJAYAN R VIJAYA CONSTRUCTIONS
Alexander
Panayam Civil Construction Labour Contract Co operative Society
CRAFT BUILDERS LIMITED LIABILITY PARTNERSHIP
SACHIN KUMAR V S
UNNI S
KRISHNAKUMAR
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