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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.6 LAccepted-AOC | ₹25.6 L | L1 | Accepted-AOC Being L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Technically qualified it is rejected being L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically qualified it is cancelled being L2 |
| 4 | Rejected-Technical RAMAPURAM LANE MUKKOLA THIRUVANANTHAPURAM 695044 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695044 | - | - | Rejected-Technical Technically qualified it is cancelled being L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically qualified it is rejected being L4 |
| Sl No | Description | Qty | Unit | Prakash S L2 | SURESH KUMAR G S L1 | R SURESH KUMAR L5 | ARUNLAL S L3 | SONI ASOK B L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00GI Sheet roof | ||||||||
| 1.00 | OD74924/2024-2025:Labour engaged for cleaning the yard, roof top and disposal of waste materials. | 4 | each | 800 ₹3,200 | 814.73 ₹3,258.92 | 954.56 ₹3,818.24 | 934.76 ₹3,739.04 | 900 ₹3,600 |
| 1.00 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 88 | sqm | 100 ₹8,800 | 102.56 ₹9,025.28 | 120.17 ₹10,574.96 | 117.67 ₹10,354.96 | 90 ₹7,920 |
| 1.00 | 16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, 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. (Old CC paver blocks shall be supplied by the department free of cost.) | 88 | sqm | 300 ₹26,400 | 342.07 ₹30,102.16 | 400.78 ₹35,268.64 | 392.47 ₹34,537.36 | 280 ₹24,640 |
| 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 | 74.25 | cum | 400 ₹29,700 | 270.83 ₹20,109.13 | 317.31 ₹23,560.27 | 310.72 ₹23,070.96 | 280 ₹20,790 |
| 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 4.95 | cum | 7,700 ₹38,115 | 5,972.41 ₹29,563.43 | 6,997.41 ₹34,637.18 | 6,852.26 ₹33,918.69 | 6,800 ₹33,660 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 80.96 | sqm | 400 ₹32,384 | 290.73 ₹23,537.50 | 340.62 ₹27,576.60 | 333.56 ₹27,005.02 | 280 ₹22,668.80 |
| 1.01 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 20.37 | cum | 8,500 ₹1.7 L | 7,348.6 ₹1.5 L | 8,609.78 ₹1.8 L | 8,431.18 ₹1.7 L | 9,000 ₹1.8 L |
| 1.01 | 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 | 1,426.04 | kilogram | 95 ₹1.4 L | 84.64 ₹1.2 L | 99.16 ₹1.4 L | 97.11 ₹1.4 L | 95 ₹1.4 L |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 48.93 | cum | 325.55 ₹15,928.51 | 239.77 ₹11,731.47 | 280.92 ₹13,744.85 | 275.09 ₹13,459.60 | 280 ₹13,699.84 |
Tender Value
₹34.7 L
EMD Value
₹50,000
Closing Date
24 Dec 2025, 5:00 pmClosed
Executive Engineer
PWD Buildings Division Thiruvananthapuram
General-Construction of auditorium for Government Higher Secondary School Kulathummal Kattakkada Civil work
2025_PWD_822046_1
TR/11677/2024_5_1_1/1
Open Tender
Civil Works - Buildings
180 days
Thiruvananthapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
27 Feb 2026
16 Dec 2025
29 Dec 2025
16 Dec 2025
24 Dec 2025
16 Dec 2025
Amount
GI Sheet roof
OD74924/2024-2025:Labour engaged for cleaning the yard, roof top and disposal of waste materials.
16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, 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. (Old CC paver blocks shall be supplied by the department free of cost.)
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
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
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
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.
50.12.2.5:Providing & fixing Poly carbonate multi wall plain sheet 8 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheets shall be fixed using self drilling/ self tapping screw of size ( 5.5x55mm) with EPDM seal complete upto any pitch in horizontal /vertical / curved surface, but excluding the cost of purlins, rafters, trusses, and including cutting to size and shapes where ever required.
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD74927/2024-2025:plumber
OD75941/2024-2025:Supplying and fixing UPVC 220 mm (aqua star) gutter pipe (rectangular) at third floor roof height , fixing with necessary GI clamps to line and level as per the direction including cost of scaffolding.
OD75942/2024-2025:Providing and fixing 220 mm UPVC Gutter Drop including jointing with PVC cement solvent.
50.18.9.9.2:Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2
Open Stage
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
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
13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
11.6.1:Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement18 mm thick
Prakash S (BID ID -2446071)
ARUNLAL S (BID ID -2446879)
SONI ASOK B (BID ID -2446995)
R SURESH KUMAR (BID ID -2446969)
Bidder Name
SURESH KUMAR G S
R SURESH KUMAR
Prakash S
ARUNLAL S
SONI ASOK B
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