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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC 673645 | MALAPPURAM | KERALA | 673645 | ₹6.2 L | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the Contractor vide Resolution No. 4(1) dtd.25-10-2025 of AreacodeBlock Panchayat
Agreement executed on 04/11/2025 |
| 2 | L2₹6.2 LRejected-AOC | ₹6.2 L | L2 | Rejected-AOC Higher rate hence rejected |
| 3 | L3₹6.3 LRejected-Finance | ₹6.3 L | L3 | Rejected-Finance Higher rate hence rejected |
| 4 | L4₹6.5 LRejected-Finance | ₹6.5 L | L4 | Rejected-Finance Higher rate hence rejected |
| 5 | L5₹6.6 LRejected-Finance | ₹6.6 L | L5 | Rejected-Finance Higher rate hence rejected |
| Sl No | Description | Qty | Unit | C SIHABUDHEEN L6 | salim L1 | ASHRAF CHIRAYIMMAL L3 | FAYIS P. L4 | SURESH L7 | SAVAD L2 | AHAMMED SHIHAD UT L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Renovation Work | ||||||||||
| 1.00 | 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 | 1,411.51 | kg | 197.9 ₹2.8 L | 190 ₹2.7 L | 178.7 ₹2.5 L | 184.78 ₹2.6 L | 212.12 ₹3.0 L | 177.97 ₹2.5 L | 188.78 ₹2.7 L |
| 1.00 | 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 | 335.42 | kg | 160.3 ₹53,767.02 | 160 ₹53,666.40 | 144.7 ₹48,534.55 | 149.66 ₹50,198.21 | 171.81 ₹57,627.65 | 144.15 ₹48,350.07 | 152.91 ₹51,288.31 |
| 1.00 | OD335884/2025-2026: Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness 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 scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required. | 156.46 | sqm | 534.5 ₹83,627.87 | 450 ₹70,407 | 482.5 ₹75,491.95 | 499.06 ₹78,082.93 | 572.91 ₹89,637.50 | 480.67 ₹75,205.63 | 509.88 ₹79,775.82 |
| 1.00 | 12.4.2:Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m2 | 8.6 | metre | 806.9 ₹6,939.34 | 700 ₹6,020 | 728.4 ₹6,264.24 | 753.35 ₹6,478.81 | 864.83 ₹7,437.54 | 725.59 ₹6,240.07 | 769.69 ₹6,619.33 |
| 1.00 | OD335886/2025-2026:Providing and fixing 200 mm wide, square cut PVC 4kgf/cm2 rain water gutter pipe with iron
brackets with 25x5 mm size flat, screws and washers etc., including making necessary
connections with rain water pipes etc. complete. | 58.5 | metre | 455.9 ₹26,670.15 | 300 ₹17,550 | 411.5 ₹24,072.75 | 425.61 ₹24,898.19 | 488.59 ₹28,582.52 | 409.93 ₹23,980.91 | 434.84 ₹25,438.14 |
| 1.01 | 50.18.9.18.1:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall | 33.54 | metre | 273.1 ₹9,159.77 | 200 ₹6,708 | 246.6 ₹8,270.96 | 255.01 ₹8,553.04 | 292.75 ₹9,818.84 | 245.62 ₹8,238.09 | 260.54 ₹8,738.51 |
| 1.01 | 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 | 40.85 | sqm | 30.2 ₹1,233.67 | 30 ₹1,225.50 | 27.3 ₹1,115.21 | 28.23 ₹1,153.20 | 32.41 ₹1,323.95 | 27.19 ₹1,110.71 | 28.84 ₹1,178.11 |
| 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 | 27 | cum | 220.8 ₹5,961.60 | 200 ₹5,400 | 199.3 ₹5,381.10 | 206.13 ₹5,565.51 | 236.63 ₹6,389.01 | 198.53 ₹5,360.31 | 210.6 ₹5,686.20 |
| 1.01 | 16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. | 10.02 | cum | 3,012.9 ₹30,183.23 | 2,800 ₹28,050.40 | 2,719.9 ₹27,247.96 | 2,813.05 ₹28,181.13 | 3,229.31 ₹32,351.23 | 2,709.39 ₹27,142.67 | 2,874.08 ₹28,792.53 |
Tender Value
₹7.4 L
EMD Value
₹18,607
Closing Date
21 Oct 2025, 11:00 amClosed
Assistant Engineer
Office of the Assistant Executive Engineer, LIDandEW Sub Division Areacode Block Panchayat
Annual Plan-AREEKODE BP - 2025-26 PROJECT NO.119 Omanoor CHC Renovation 2025-26- General Civil Work
2025_LSGD_809232_8
AEE-LSGD-AKD SD-TENDER-9-2025-26
Open Tender
Civil Works - Buildings
180 days
Areacode Block Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,645
₹18,607
23 Dec 2025
14 Oct 2025
22 Oct 2025
14 Oct 2025
21 Oct 2025
14 Oct 2025
14 Oct 2025 - 21 Oct 2025
Amount
Renovation Work
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
OD335884/2025-2026: Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness 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 scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required.
12.4.2:Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m2
OD335886/2025-2026:Providing and fixing 200 mm wide, square cut PVC 4kgf/cm2 rain water gutter pipe with iron brackets with 25x5 mm size flat, screws and washers etc., including making necessary connections with rain water pipes etc. complete.
50.18.9.18.1:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall
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
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
16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge.
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.
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)
21.2.1:Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side
OD340792/2025-2026:Providing and fixing Granite of any colour and shade for Name Board of required size laid over base of cement mortar 1:4(1cement 4 coarse sand)including all charges etc.complete at all levels
SAVAD (BID ID -2397112)
ASHRAF CHIRAYIMMAL (BID ID -2399551)
FAYIS P. (BID ID -2399695)
AHAMMED SHIHAD UT (BID ID -2397962)
C SIHABUDHEEN (BID ID -2398850)
SURESH (BID ID -2399515)
Bidder Name
FAYIS P.
C SIHABUDHEEN
salim
ASHRAF CHIRAYIMMAL
SURESH
SAVAD
AHAMMED SHIHAD UT
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