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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC AMARAVILA KERALA | THIRUVANANTHAPURAM | KERALA | 695001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.1 L+₹4,679 (1.56%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.1 L+₹7,736 (2.58%)Rejected-Finance PALLIYADIYIL VEEDU MUTHUPILAKKADU WEST PO SASTHAMCOTTA 690520 | SASTHAMCOTTA | KOLLAM | KERALA | 690520 | L3 | Rejected-Finance L3 | |
| 4 | L4₹3.1 L+₹13,239 (4.41%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹3.2 L+₹20,948 (6.97%)Rejected-Finance ABHISHEK JIDISABHARM KAZHIVOOS MORAPPABM KARJAMKULAM | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | VIJAYAN V L5 | JITHU V S L4 | MANU S S L1 | VIJAYAKUMAR D L2 | JAYAKUMAR L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Portico Work | ||||||||
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 3.81 | cum | 3,558.31 ₹13,550.04 | 2,630.56 ₹10,017.17 Lowest | 3,348.11 ₹12,749.6 | 3,378.14 ₹12,863.96 | 3,412.83 ₹12,996.06 |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 1.4 | cum | 2,063.96 ₹2,889.54 | 2,180.23 ₹3,052.32 | 1,942.04 ₹2,718.86 Lowest | 1,959.45 ₹2,743.23 | 1,979.05 ₹2,770.67 |
| 1.00 | 15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved | 30 | cum | 266.54 ₹7,996.2 | 265.89 ₹7,976.7 | 250.79 ₹7,523.7 Lowest | 253.04 ₹7,591.2 | 255.57 ₹7,667.1 |
| 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 | 0.62 | cum | 348.6 ₹217.88 | 364.58 ₹227.86 | 328.01 ₹205.01 Lowest | 330.95 ₹206.84 | 334.26 ₹208.91 |
| 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 : 8 graded stone aggregate 40 nominal size) | 0.12 | cum | 7,687.5 ₹960.94 | 8,082.36 ₹1,010.3 | 7,233.39 ₹904.17 Lowest | 7,298.26 ₹912.28 | 7,371.24 ₹921.41 |
| 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) : 4 graded stone aggregate 20 mm nominal size) | 0.75 | cum | 8,950.28 ₹6,712.71 | 9,410.23 ₹7,057.67 | 8,421.57 ₹6,316.18 Lowest | 8,497.1 ₹6,372.83 | 8,582.07 ₹6,436.55 |
| 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 | 600 | kg | 223.78 ₹1,34,268 | 218.89 ₹1,31,334 | 210.57 ₹1,26,342 Lowest | 212.45 ₹1,27,470 | 214.58 ₹1,28,748 |
| 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 | 116 | kg | 181.26 ₹21,026.16 | 180.15 ₹20,897.4 | 170.55 ₹19,783.8 Lowest | 172.08 ₹19,961.28 | 173.8 ₹20,160.8 |
| 1.01 | 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 | 30 | sqm | 159.76 ₹4,792.8 | 160.85 ₹4,825.5 | 150.32 ₹4,509.6 Lowest | 151.67 ₹4,550.1 | 153.18 ₹4,595.4 |
Tender Value
₹3.4 L
EMD Value
₹8,473
Closing Date
19 Jul 2025, 11:00 amClosed
O/o the Assistant Executive Engineer, PWD Building
O/o the Assistant Executive Engineer, PWD Buildings Sub division, PMG, Thiruvananthapuram.
DEPOSIT-Govt. Press Mannanthala - Renovation of Portico in the District Form Store Block-Civil Works-General Civil Work
2025_PWD_775839_1
PWD/BLDG/TR/8331/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Wise
120 days
Thiruvananthapuram
Please refer Tender documents.
10 documents required · 10 mandatory
₹750
Yes
₹8,473
Yes
8 Aug 2025
10 Jul 2025
21 Jul 2025
10 Jul 2025
19 Jul 2025
10 Jul 2025
Amount
Portico Work
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
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 : 8 graded stone aggregate 40 nominal size)
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) : 4 graded stone aggregate 20 mm nominal size)
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
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
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.
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)
OD25498/2025-2026:Providing and fixing 03mm thick Aluminum Composite Panel (ACP), in panelling fixed in aluminium 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 Additional Details: Details of cost for 7 sqm 04mm thick Aluminum Composite Panel = 7.00 sqm Add 5% wastage = 0.35 sqm Total = 7.35 sqm
OD25497/2025-2026:Providing and fixing PVC Gutter with iron brackets 40x3 mm size,bolts,nuts,washers etc including making necessary connections with rain water pipe etc complete as per the direction of engineer in charge
OD25499/2025-2026:Engaging coolie
VIJAYAKUMAR D (BID ID -2254836)
JAYAKUMAR (BID ID -2255114)
JITHU V S (BID ID -2255319)
VIJAYAN V (BID ID -2255194)
Bidder Name
JAYAKUMAR
VIJAYAN V
JITHU V S
VIJAYAKUMAR D
MANU S S
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