Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.7 LAccepted-AOC | ₹57.7 L | L1 | Accepted-AOC Being L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Technically qualified it is rejected being L6 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Qualified it is cancelled being L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically qualified it is rejected being L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically qualified rejected being L7 |
| Sl No | Description | Qty | Unit | P.R.S. BUILDERS L10 | Sooranad Labour Contract Co-Operatiive Society LTD No. Q1343 L9 | Ashoka Kumar.T L1 | SHANAVAS ALIKUNJU L8 | N.AJANTHA KUMAR L5 | ARUNLAL S L2 | ANIL KUMAR P L6 | GEORGE KURIAN L3 | MAHABIN SAIT L4 | Jayakrishna Pillai(Emcasa projects and Developers L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Civil Works | |||||||||||||
| 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 | 738.71 | cum | 343 ₹2.5 L | 249 ₹1.8 L | 200 ₹1.5 L | 260 ₹1.9 L | 245 ₹1.8 L | 221.21 ₹1.6 L | 230.43 ₹1.7 L | 260 ₹1.9 L | 258.35 ₹1.9 L | 220 ₹1.6 L |
| 1.00 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 770.83 | cum | 312 ₹2.4 L | 115 ₹88,645.68 | 200 ₹1.5 L | 240 ₹1.8 L | 250 ₹1.9 L | 201.78 ₹1.6 L | 210.18 ₹1.6 L | 260 ₹2.0 L | 210.18 ₹1.6 L | 195 ₹1.5 L |
| 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) | 15.04 | cum | 10,541 ₹1.6 L | 7,930 ₹1.2 L | 700 ₹10,524.50 | 8,000 ₹1.2 L | 8,000 ₹1.2 L | 6,811.71 ₹1.0 L | 7,095.53 ₹1.1 L | 7,500 ₹1.1 L | 7,095.53 ₹1.1 L | 6,885 ₹1.0 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 | 24,003.42 | kilogram | 150 ₹36.0 L | 112 ₹26.9 L | 97 ₹23.3 L | 110 ₹26.4 L | 102 ₹24.5 L | 96.53 ₹23.2 L | 100.56 ₹24.1 L | 91 ₹21.8 L | 94.92 ₹22.8 L | 100 ₹24.0 L |
| 1.00 | OD59075/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Concrete of M30 grade with minimum cement content of 350 kg /cum | 171.45 | cum | 14,706 ₹25.2 L | 13,025 ₹22.3 L | 10,500 ₹18.0 L | 10,750 ₹18.4 L | 10,000 ₹17.1 L | 9,502.95 ₹16.3 L | 9,898.9 ₹17.0 L | 10,500 ₹18.0 L | 9,898.9 ₹17.0 L | 11,250 ₹19.3 L |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 4.69 | cum | 10,159 ₹47,686.35 | 7,895 ₹37,059.13 | 7,000 ₹32,858 | 7,800 ₹36,613.20 | 7,800 ₹36,613.20 | 6,564.74 ₹30,814.89 | 6,838.27 ₹32,098.84 | 8,200 ₹38,490.80 | 6,838.27 ₹32,098.84 | 8,200 ₹38,490.80 |
| 1.01 | 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. | 725.6 | sqm | 1,115 ₹8.1 L | 705 ₹5.1 L | 500 ₹3.6 L | 850 ₹6.2 L | 680 ₹4.9 L | 720.94 ₹5.2 L | 750.98 ₹5.4 L | 750 ₹5.4 L | 750.97 ₹5.4 L | 725 ₹5.3 L |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 137.03 | sqm | 1,277 ₹1.7 L | 825 ₹1.1 L | 600 ₹82,215 | 980 ₹1.3 L | 700 ₹95,917.50 | 825.38 ₹1.1 L | 859.78 ₹1.2 L | 650 ₹89,066.25 | 859.77 ₹1.2 L | 825 ₹1.1 L |
| 1.01 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | 851.8 | sqm | 623 ₹5.3 L | 402 ₹3.4 L | 300 ₹2.6 L | 475 ₹4.0 L | 470 ₹4.0 L | 402.9 ₹3.4 L | 419.69 ₹3.6 L | 350 ₹3.0 L | 419.69 ₹3.6 L | 405 ₹3.4 L |
Tender Value
₹72.0 L
EMD Value
₹50,000
Closing Date
27 Dec 2025, 5:00 pmClosed
Executive Engineer
PWD Buildings Division Thiruvananthapuram
Deposit-Construction of Under Ground water tank in Police Training College Sump for PTC TVPM Civil work
2025_PWD_822604_1
TR/22716/2022_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 Feb 2026
18 Dec 2025
31 Dec 2025
18 Dec 2025
27 Dec 2025
18 Dec 2025
Amount
Civil Works
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
2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
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)
5.22.6: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
OD59075/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Concrete of M30 grade with minimum cement content of 350 kg /cum
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
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.
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
22.5:Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
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.)
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.
50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2
50.18.9.20.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow
50.18.9.20.2:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -63 dia 45 degree Elbow
50.18.9.20.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Bend
50.18.9.20.8:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia End cap
50.18.9.20.9:Providing and fixing PVC moulded fitting / accessories for Rigid PVC pipes, including jointing with PVC solvent cement-63 mm dia Socket /coupling
50.18.9.15.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 10Kgf/cm2- External work- Exposed on wall
50.18.9.16.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10Kgf/cm2 - External work - Exposed on wall
OD187096/2022-2023:Supply and installing 10 Hp submersible pump with necessary connections in the work and all other incidental expenditure for completing the work as directed by the Engineer-in-charge
9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
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
OD59078/2025-2026:Supplying and fixing CI cover with frame for sump openings (610*610 mm with frame medium duty not less than 50kg)
ARUNLAL S (BID ID -2448152)
GEORGE KURIAN (BID ID -2448101)
MAHABIN SAIT (BID ID -2446722)
N.AJANTHA KUMAR (BID ID -2448624)
ANIL KUMAR P (BID ID -2448120)
Jayakrishna Pillai(Emcasa projects and Developers (BID ID -2448516)
SHANAVAS ALIKUNJU (BID ID -2448613)
Sooranad Labour Contract Co-Operatiive Society LTD No. Q1343 (BID ID -2446842)
P.R.S. BUILDERS (BID ID -2446451)
Bidder Name
SHANAVAS ALIKUNJU
Ashoka Kumar.T
ANIL KUMAR P
Sooranad Labour Contract Co-Operatiive Society LTD No. Q1343
N.AJANTHA KUMAR
Jayakrishna Pillai(Emcasa projects and Developers
P.R.S. BUILDERS
MAHABIN SAIT
ARUNLAL S
GEORGE KURIAN
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1378676.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
viewsbd.pdf
Tender Documents • 1.64 MB
BOQ_1378676.xls
BOQ • 0.32 MB
TenderDocuments.pdf
Tender Documents • 1.13 MB
Download all tender documents and submit your bid