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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.8 LAccepted-AOC | ₹66.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹67.6 LRejected-Finance | ₹67.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹68.4 LRejected-Finance KANAKUZHI H KARUKADAM PO PIN 686691 KOTHAMANGALAM | ERNAKULAM | KERALA | 686691 | ₹68.4 L | L3 | Rejected-Finance L3 |
| 4 | L4₹68.4 LRejected-Finance KIZHAKKAMBALAM GP | PATHANAMTHITTA | KERALA | 685533 | ₹68.4 L | L4 | Rejected-Finance L4 |
| 5 | L5₹69.4 LRejected-Finance KOTTAYAM | KERALA | 686102 | ₹69.4 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MUHAMMED K M L3 | SAJAN J VAYALIL L4 | K.P Benny L5 | ANOOP P DIVAKARAN L1 | Joy Kalappurayil L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00App A (Construction of new building-In Govt Junior Basic School Vennikkulam) | ||||||||
| 1.00 | 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 | 134.98 | cum | 314 ₹42,384.98 | 310.77 ₹41,948.98 | 316 ₹42,654.94 | 250 ₹33,746 | 300 ₹40,495.20 |
| 1.00 | 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) | 18.99 | cum | 6,933 ₹1.3 L | 6,853.46 ₹1.3 L | 6,981 ₹1.3 L | 7,000 ₹1.3 L | 6,250 ₹1.2 L |
| 1.00 | 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. | 134.28 | cum | 278 ₹37,329.56 | 275.14 ₹36,945.52 | 280 ₹37,598.12 | 240 ₹32,226.96 | 230 ₹30,884.17 |
| 1.00 | 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 | 2.11 | cum | 637 ₹1,341.52 | 630.14 ₹1,327.07 | 642 ₹1,352.05 | 500 ₹1,053 | 500 ₹1,053 |
| 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 | 100.32 | sqm | 337 ₹33,807.84 | 333.62 ₹33,468.76 | 340 ₹34,108.80 | 350 ₹35,112 | 328 ₹32,904.96 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 209.44 | sqm | 881 ₹1.8 L | 871.32 ₹1.8 L | 887 ₹1.9 L | 800 ₹1.7 L | 825 ₹1.7 L |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 287.69 | sqm | 666 ₹1.9 L | 659.07 ₹1.9 L | 671 ₹1.9 L | 650 ₹1.9 L | 640 ₹1.8 L |
| 1.01 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 35.88 | sqm | 720 ₹25,833.60 | 712.58 ₹25,567.37 | 726 ₹26,048.88 | 750 ₹26,910 | 750 ₹26,910 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 101.36 | metre | 199 ₹20,170.64 | 197.09 ₹19,977.04 | 201 ₹20,373.36 | 200 ₹20,272 | 190 ₹19,258.40 |
Tender Value
₹78.8 L
EMD Value
₹50,000
Closing Date
9 Feb 2026, 2:00 pmClosed
The Executive Engineer
O/o the Executive Engineer PWD,Buildings Division
Construction of 2 storied building with 2 class rooms each in GF and FF
2026_PWD_832533_1
PWD/BLDG/TR/5331/2024_5_1_1/1
Open Tender
Civil Works - Buildings
360 days
Vennikulam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
10 Mar 2026
31 Jan 2026
11 Feb 2026
31 Jan 2026
9 Feb 2026
31 Jan 2026
App A (Construction of new building-In Govt Junior Basic School Vennikkulam)
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)
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.
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
OD78817/2025-2026: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. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix isnot payable or recoverable separately as per circular No CE/BL/G/6541/2015 dated 30/8/2017 of CEBLDS PWD .. All work up to plinth level
OD91367/2025-2026:(Based on 5.33.2.1) 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. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately as per circular No CE/BL/G/6541/2015 dated 30/8/2017 of CEBLDS PWD .All work above plinth level up to floor V level.
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
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
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
OD293172/2025-2026:Solid 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 super structure upto floor two level with any thickness in: CM 1:6 (1 cement :6 coarse sand )etc complete.
OD51530/2025-2026:Supplying and fixing Pressed steel door of standard pattern with frame as per profile of IS 4351 of section 105x60mm using 18G (1.2mm TATA GALVANO) sheet and shutter made of section 75x30cm using 20G (1.0mm GALVANO) sheet outer styles and horizontal members and then inserted with enclosed and stiffened sheet as per specification with Zinc cromate primer coat ,SS handle ,SS aldrop SS but hinges etc.including labour charges,conveyance etc Complete .(OD taken from 5327/2024)
OD51531/2025-2026:Providing and fixing Pressed Steel windows and ventilators of standard pattern outer frame as per profile of section 82x60x1.2 mm and 50x20x1.2mm special channel shutter using 18G made out of 1.2mm TATA GALVANO sheet welded and assembled with 12mm dia MS rod at 10cm horizontally and 25x5mm MS flat stiffened sheet - 2 Nos vertically per panel as grill with SS Butt , 3" hinge, 2"SS hook 5"SS stay and MS Handles and fitted with 10x10 mm aluminium C channel as beading and then fitted with 4 mm thick plain glass and finally applied with Zinc chromate yellow primer coat including cost, labour charges, conveyance etc. Complete.(OD taken from 5327/2024)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
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
OD291200/2025-2026: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)complete Excluding grouting the joint with white cement & matching pigments etc.Min Size of Tile600x 600 mm
OD291199/2025-2026: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).Excluding grouting the joint with white cement & matching pigments etc Min Size of Tile 600 x 600 mm
11.48.2:Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 600x600 mm
16.90:Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
OD291230/2025-2026:Providing and fixing stainless steel (Grade 304) letters of size 25cm height in malayalam/English letters, 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 letters with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the building and padippura with suitable arrangement as per approval of Engineer-in-charge including all cost for scaffolding and fixing. (as per approved estimate 11975/2023)
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.)
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
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.
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)
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