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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.4 LAccepted-AOC | L1 | Accepted-AOC Lowest 1 | |
| 2 | L2₹33.6 L+₹1.2 L (3.74%)Rejected-AOC | L2 | Rejected-AOC Lowest 2 |
| Sl No | Description | Qty | Unit | MAJO K J L1 | DIJO JOHNY L2 |
|---|---|---|---|---|---|
| 1.00MLA-ADS 2024-25 Construction of roof of Nehru Mandapam and waiting shed | |||||
| 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 | 6,097.1 | kg | 222 ₹13,53,556.2 Lowest | 230.93 ₹14,08,003.3 |
| 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 | 3,552.96 | kg | 182 ₹6,46,639.45 Lowest | 187.05 ₹6,64,581.92 |
| 1.00 | 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. | 647.67 | sqm | 827 ₹5,35,620.61 Lowest | 842.14 ₹5,45,426.29 |
| 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 | 29 | metre | 930 ₹26,970 Lowest | 941.55 ₹27,304.95 |
| 1.00 | 13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work | 205 | sqm | 250 ₹51,250 Lowest | 252.95 ₹51,854.75 |
| 1.01 | OD124640/2025-2026:Supplying and fixing half portion of 200mm dia pvc pipe (6kg/cm2) with specials semicircular shape gutter for collecting rain water as per the direction of departmental officers at site. | 60 | metre | 600 ₹36,000 Lowest | 638.83 ₹38,329.8 |
| 2.00Foundation and retaing wall | |||||
| 2.00 | 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 | 12.17 | cum | 255 ₹3,102.84 Lowest | 257.63 ₹3,134.84 |
| 2.00 | 15.9.1: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 Lime Mortar | 20.25 | cum | 1,100 ₹22,275 Lowest | 1,197.33 ₹24,245.93 |
Tender Value
₹33.6 L
EMD Value
₹50,000
Closing Date
14 Oct 2025, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PWD ROADS DIVISION THRISSUR
LAC ADS MLA ADS 2024 25 Construction of roof work to Nehru Mandapam and waiting shed at Mundur in Wadakkanchery LAC
2025_PWD_805063_1
PWD/RB/9523/2025-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Thrissur
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
19 Aug 2026
4 Oct 2025
16 Oct 2025
4 Oct 2025
14 Oct 2025
4 Oct 2025
Amount
MLA-ADS 2024-25 Construction of roof of Nehru Mandapam and waiting shed
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
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.
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
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
OD124640/2025-2026:Supplying and fixing half portion of 200mm dia pvc pipe (6kg/cm2) with specials semicircular shape gutter for collecting rain water as per the direction of departmental officers at site.
Foundation and retaing wall
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
15.9.1: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 Lime Mortar
OD124433/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including leveling, cost of bond stone, through stone, labour charges etc complete.
OD124592/2025-2026:Dry rubble masonry for retaining wall /Breast wall with department materials as per technical specification includes all labour charges etc complete
4.1.6: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 40 mm nominal size derived from natural sources)
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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.)
OD124495/2025-2026: 5.33.1.1 5 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: No Extra cement payable. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum
OD124643/2025-2026:Supplying and fixing Black Granite stone (1 nos) of size 3ft x 2 ft (90cms x 60cms) with engraving letter of size 2.15cms ( letters - 500nos) including fixing charges etc complete
DIJO JOHNY (BID ID -2387227)
Bidder Name
MAJO K J
DIJO JOHNY
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