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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC CHERUKARAYIL AMBALLOOR GRAMA PANCHAYATH AMBALLOOR | ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC LOWER BIDDER | |
| 2 | L2₹3.9 L+₹13,433.44 (3.53%)Rejected-AOC | L2 | Rejected-AOC HIGHER BIDDER | |
| 3 | L3₹4.2 L+₹38,955.03 (10.2%)Rejected-Finance | L3 | Rejected-Finance HIGHER BIDDER | |
| 4 | L4₹4.2 L+₹40,977.17 (10.8%)Rejected-Finance 1205 SUB TREASURY KOLENCHERY | ERNAKULAM | KERALA | 680667 | L4 | Rejected-Finance HIGHER BIDDER |
| Sl No | Description | Qty | Unit | ARUN PAUL VAKKANAL L3 | TPMATHAI L4 | SHAJI K P L2 | AMAL CR L1 |
|---|---|---|---|---|---|---|---|
| 1.00Renovation of Arakkunnam PHC | |||||||
| 1.00 | 12.59.1:Providing and fixing false ceiling at all height including providing & fixing of framework made of special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200mm c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flanged of cleat fixed to the angle hangers of 25x10x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I chanels 45x15x0.90mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5 mm thick bottom wedge of 80mm with tapered flanges of 26mm each having lips of 10.5mm, at 450mm c/c, shall be fixed in a direction perpendicular to G.I intermediate channel with connecting clip made out of 2.64mm dia x 230mm long G.I wire at every junction, including fixing perimeter channels 0.50mm thick 27 mm high having flages of 20mm and 30mm long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of day wall screws of size 3.5x25mm at 230mm c/c, including jointing & finishing to a flush finish of tapered and square edges of the board with recommended jointing compounds, jointing tapes, finishing with jointing compounds in three layers covering up to 150mm on both sides of joints and two coats of primer suitable for boards, all as per manufacture's specification and also including the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitable fixed, all complete as per drawings, specification and direction of the Engineer in charge but excluding the cost of painting with.a.8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through acutoclaving process. | 39.75 | sqm | 1,660 ₹65,985 | 1,660 ₹65,985 | 1,551.56 ₹61,674.51 | 1,500 ₹59,625 Lowest |
| 1.00 | OD285054/2025-2026:Re-laying cement concrete interlocking paver blocks using 60/80mm DEPARTMENT PAVER BLOCKS laid in required pattern over and including a compacted bed of 6mm stone aggregate 50mm average thickness as per direction of Engineer in charge. | 6 | sqm | 270 ₹1,620 | 269 ₹1,614 | 252.19 ₹1,513.14 | 250 ₹1,500 Lowest |
| 1.00 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 79.25 | sqm | 35 ₹2,773.75 | 35.11 ₹2,782.47 | 32.82 ₹2,600.99 | 30 ₹2,377.5 Lowest |
| 1.00 | OD285055/2025-2026:60mm interlocking concrete tile :- Providing and laying 60mm thick factory made cement concrete interlocking paver block of M30 grade by block making machine with strong vibratory compaction of approved size design and shape laid in required colour and pattern over and including 50mmthik compacted bed of stone aggregate 6mm metal etc complete as per direction of Engineer in charge. | 75.25 | sqm | 1,050 ₹79,012.5 | 1,056.93 ₹79,533.98 | 987.88 ₹74,337.97 Lowest | 1,000 ₹75,250 |
| 1.00 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 1.08 | cum | 9,000 ₹9,693 | 9,047.2 ₹9,743.83 | 8,428.27 ₹9,077.25 | 8,000 ₹8,616 Lowest |
| 1.01 | 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 | 2.52 | cum | 255 ₹642.6 | 256.34 ₹645.98 | 239.6 ₹603.79 Lowest | 257 ₹647.64 |
| 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) | 0.37 | cum | 7,900 ₹2,938.8 | 7,893.23 ₹2,936.28 | 7,377.59 ₹2,744.46 Lowest | 7,930 ₹2,949.96 |
| 1.01 | 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 | 297.4 | kg | 225 ₹66,915 | 229.78 ₹68,336.57 | 214.76 ₹63,869.62 | 180 ₹53,532 Lowest |
| 1.01 | 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 | 135 | kg | 180 ₹24,300 | 186.11 ₹25,124.85 | 173.96 ₹23,484.6 | 160 ₹21,600 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,583
Closing Date
30 Oct 2025, 5:15 pmClosed
Assistant Engineer
o/oAssistant Engineer Edakkattuvayal
245/25-26/INSTALLATION OF SEPTIC TANK AND RELATED WORKS AT ARAKKUNNAM PHC
2025_LSGD_813538_1
245/25-26/AE/LSGD/EDKL
Open Tender
Civil Works - Buildings
Item Rate
180 days
Edakkattuvayal GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
₹10,583
6 Nov 2025
23 Oct 2025
31 Oct 2025
23 Oct 2025
30 Oct 2025
23 Oct 2025
23 Oct 2025 - 30 Oct 2025
Amount
Renovation of Arakkunnam PHC
12.59.1:Providing and fixing false ceiling at all height including providing & fixing of framework made of special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200mm c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flanged of cleat fixed to the angle hangers of 25x10x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I chanels 45x15x0.90mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5 mm thick bottom wedge of 80mm with tapered flanges of 26mm each having lips of 10.5mm, at 450mm c/c, shall be fixed in a direction perpendicular to G.I intermediate channel with connecting clip made out of 2.64mm dia x 230mm long G.I wire at every junction, including fixing perimeter channels 0.50mm thick 27 mm high having flages of 20mm and 30mm long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of day wall screws of size 3.5x25mm at 230mm c/c, including jointing & finishing to a flush finish of tapered and square edges of the board with recommended jointing compounds, jointing tapes, finishing with jointing compounds in three layers covering up to 150mm on both sides of joints and two coats of primer suitable for boards, all as per manufacture's specification and also including the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitable fixed, all complete as per drawings, specification and direction of the Engineer in charge but excluding the cost of painting with.a.8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through acutoclaving process.
OD285054/2025-2026:Re-laying cement concrete interlocking paver blocks using 60/80mm DEPARTMENT PAVER BLOCKS laid in required pattern over and including a compacted bed of 6mm stone aggregate 50mm average thickness as per direction of Engineer in charge.
2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
OD285055/2025-2026:60mm interlocking concrete tile :- Providing and laying 60mm thick factory made cement concrete interlocking paver block of M30 grade by block making machine with strong vibratory compaction of approved size design and shape laid in required colour and pattern over and including 50mmthik compacted bed of stone aggregate 6mm metal etc complete as per direction of Engineer in charge.
4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
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
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)
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
OD285290/2025-2026::Providing and fixing rain water gutter semi circular section using 110mm dia 6kgf PVC pipe including fitting with 32x5mm flat supporting at 1m intervals complete as per the direction of engineer in charge at site
OD317393/2025-2026:Providing and fixing pre-coated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness 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 Details of cost for 216.14 m2 (external dimension of plinth) Area of roof 20.2x10.7m 216.14m2 sheets used 20Nosx10.70x1.06 = 226.84 m2. , Add 3% wastage = 6.81 m2 , Total =233.65m2
OD285825/2025-2026:_ Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone in foundation and plinth as per direction of engineer incharge at site. Modified 7.1.1
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)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
11.41.2: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 600 x 600 mm.
9.157.1:Providing and fixing Pre-laminated medium density fibre board IS:14587:1998 marked, with one side decorative lamination other side balancing lamination Grade-I (exterior grade) in shelves with screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings to be paid separately).Pre-laminated with decorative lamination one side and other side balancing laminaion exterior Grade-I MDF Board 18mm thick confirming to IS:14587.
OD290891/2025-2026:Providing and fixing glazing complete as per the architectural drawings and the directions of Engineer - in -Charge. With float glass panes of 5.50 mm thickness
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)
15.57:Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge
SHAJI K P (BID ID -2418786)
ARUN PAUL VAKKANAL (BID ID -2417143)
TPMATHAI (BID ID -2418740)
Bidder Name
TPMATHAI
ARUN PAUL VAKKANAL
SHAJI K P
AMAL CR
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