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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.3 LAccepted-AOC | ₹17.3 L | L1 | Accepted-AOC Being L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Technically qualified rejected being L4 |
| 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 rejected being L5 |
| 5 | Rejected-Technical KERALA KL | ERNAKULAM | KERALA | 680667 | - | - | Rejected-Technical Technically qualified it is rejected being L6 |
| Sl No | Description | Qty | Unit | J.Sathyadas L1 | SURESH KUMAR G S L3 | SANTHOSHKUMAR R S L6 | R SURESH KUMAR L5 | AJESH C L4 | JOSE C L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00appendix 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 | 54 | cum | 300 ₹16,200 | 307.04 ₹16,580.16 | 324.7 ₹17,533.80 | 318.47 ₹17,197.38 | 319.55 ₹17,255.70 | 252.3 ₹13,624.20 |
| 1.00 | 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) | 13.79 | cum | 7,800 ₹1.1 L | 7,991.99 ₹1.1 L | 8,336.6 ₹1.1 L | 8,289.39 ₹1.1 L | 8,204.42 ₹1.1 L | 8,550 ₹1.2 L |
| 1.00 | 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 | 1,654.8 | kilogram | 93 ₹1.5 L | 97.28 ₹1.6 L | 101.47 ₹1.7 L | 100.9 ₹1.7 L | 99.87 ₹1.7 L | 90 ₹1.5 L |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 36 | sqm | 705 ₹25,380 | 726.52 ₹26,154.72 | 757.84 ₹27,282.24 | 753.55 ₹27,127.80 | 745.83 ₹26,849.88 | 609.3 ₹21,934.80 |
| 1.00 | 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. | 60 | cum | 3,000 ₹1.8 L | 3,042.24 ₹1.8 L | 3,173.42 ₹1.9 L | 3,155.45 ₹1.9 L | 3,123.11 ₹1.9 L | 2,641.4 ₹1.6 L |
| 1.01 | 16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | 705 | sqm | 1,050 ₹7.4 L | 1,097.3 ₹7.7 L | 1,144.62 ₹8.1 L | 1,138.13 ₹8.0 L | 1,126.47 ₹7.9 L | 1,155 ₹8.1 L |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 10.8 | cum | 7,150 ₹77,220 | 7,219.71 ₹77,972.87 | 7,531.02 ₹81,335.02 | 7,488.37 ₹80,874.40 | 7,411.61 ₹80,045.39 | 6,120.8 ₹66,104.64 |
| 1.01 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 14.32 | cum | 5,700 ₹81,601.20 | 5,851.98 ₹83,776.95 | 6,104.31 ₹87,389.30 | 6,069.75 ₹86,894.54 | 6,007.53 ₹86,003.80 | 7,825 ₹1.1 L |
| 1.01 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 286.8 | sqm | 175 ₹50,190 | 181.08 ₹51,933.74 | 188.89 ₹54,173.65 | 187.82 ₹53,866.78 | 185.9 ₹53,316.12 | 164.7 ₹47,235.96 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
18 Oct 2025, 5:00 pmClosed
Executive Engineer
PWD Buildings Division Thiruvananthapuram
General-Construction of compound wall gate and providing interlocking paver blocks to yard at Govt HS Kandala,Kattakkada Civil work
2025_PWD_808177_1
TR/13188/2025_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
26 Dec 2025
10 Oct 2025
23 Oct 2025
10 Oct 2025
18 Oct 2025
10 Oct 2025
Amount
appendix 1
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
4.1.3: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)
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
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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.
16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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
15.9.2: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 cement mortar
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
13.62.1: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 .
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
JOSE C (BID ID -2396655)
SURESH KUMAR G S (BID ID -2395850)
AJESH C (BID ID -2397061)
R SURESH KUMAR (BID ID -2396780)
SANTHOSHKUMAR R S (BID ID -2396511)
Bidder Name
J.Sathyadas
SURESH KUMAR G S
R SURESH KUMAR
SANTHOSHKUMAR R S
AJESH C
JOSE C
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