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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC ERA 114 TC 36 819 CHITHRALAYA CHAKRAPANIPURAM PUTHUKULANGARA PO UZHAMALAKAL THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695001 | ₹7.4 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹7.6 LRejected-AOC | ₹7.6 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | SIDDIQUE M K L2 | KIRAN S L1 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | OD181287/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified
material with in all lifts and lead upto 1000 metres by Mechanical Means | 198 | sqm | 4.6 ₹910.80 | 5 ₹990 |
| 1.00 | 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. | 201.5 | sqm | 895.6 ₹1.8 L | 950 ₹1.9 L |
| 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 | 17 | cum | 547.7 ₹9,310.90 | 500 ₹8,500 |
| 1.00 | 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) | 0.76 | cum | 6,434.9 ₹4,890.52 | 7,000 ₹5,320 |
| 1.00 | 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 | 0.47 | cum | 193.5 ₹89.98 | 150 ₹69.75 |
| 1.01 | 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) | 0.47 | cum | 6,935.7 ₹3,225.10 | 7,000 ₹3,255 |
| 1.01 | OD181207/2025-2026:Providing and fixing M.S. Base plate above pedestal and anchoring done by necessary anchor bolts. (anchor bolt charges not included in this item) | 115.39 | kg | 78.1 ₹9,012.35 | 105 ₹12,116.48 |
| 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 | 1,690 | kg | 173.4 ₹2.9 L | 150 ₹2.5 L |
| 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 | 845 | kg | 140.5 ₹1.2 L | 140 ₹1.2 L |
Tender Value
₹9.3 L
EMD Value
₹23,278
Closing Date
31 Oct 2025, 5:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, PWD Building Subdivision, Koyilandy
Interlock work and truss work
2025_PWD_815090_1
PWD/2025-26/D1/BSDKYL/27
Open Tender
Civil Works - Buildings
180 days
Balussery
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,055
Yes
₹23,278
Yes
20 Jan 2026
25 Oct 2025
3 Nov 2025
25 Oct 2025
31 Oct 2025
25 Oct 2025
Amount
OD181287/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
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.
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
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)
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
4.1.3: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)
OD181207/2025-2026:Providing and fixing M.S. Base plate above pedestal and anchoring done by necessary anchor bolts. (anchor bolt charges not included in this item)
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.
OD181801/2025-2026:Providing and fixing UPVC rectangular gutter of size 20x15x15 , fittings including fixing the gutter with clamps at 1.00m spacing. This includes joining of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer in charge. Concealed work including cutting chased and making good the wall etc.
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
50.18.9.19.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 - External work - Exposed on wall
SIDDIQUE M K (BID ID -2420816)
Bidder Name
SIDDIQUE M K
KIRAN S
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