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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-AOC | L1 | Accepted-AOC lowest | |
| 2 | L2₹15.1 L+₹15,527.60 (1.04%)Rejected-AOC | L2 | Rejected-AOC second lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | VISAKH V S L1 | Vishnu V L4 | HARI A L2 | SABIN D RAJ L3 |
|---|---|---|---|---|---|---|---|
| 1.00building | |||||||
| 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 29.76 | cum | 260 ₹7,737.6 Lowest | 264 ₹7,856.64 | 270 ₹8,035.2 | 263 ₹7,826.88 |
| 1.00 | OD71989/2025-2026:Random rubble masonry with hard stone in foundation and plinth including levelling up withcement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominalsize) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) | 5.4 | cum | 8,392.5 ₹45,319.5 Lowest | 8,529 ₹46,056.6 | 8,392.5 ₹45,319.5 Lowest | 8,528 ₹46,051.2 |
| 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) : 4 graded stone aggregate 20 mm nominal size) | 5.51 | cum | 9,290 ₹51,150.74 Lowest | 9,442 ₹51,987.65 | 9,290 ₹51,150.74 Lowest | 9,441 ₹51,982.15 |
| 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 | 50 | kilogram | 113 ₹5,650 Lowest | 115 ₹5,750 | 113 ₹5,650 Lowest | 114 ₹5,700 |
| 1.00 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 4.8 | cum | 6,780 ₹32,544 Lowest | 6,889 ₹33,067.2 | 6,780 ₹32,544 Lowest | 6,889 ₹33,067.2 |
| 1.01 | 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) | 2.64 | cum | 7,980 ₹21,067.2 Lowest | 8,109 ₹21,407.76 | 7,980 ₹21,067.2 Lowest | 8,100 ₹21,384 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 80 | sqm | 372 ₹29,760 Lowest | 378 ₹30,240 | 372 ₹29,760 Lowest | 377.9 ₹30,232 |
| 1.01 | 16.15.2:Supplying at site:Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & painting to be paid for separately) | 1,000 | kg | 94 ₹94,000 Lowest | 95.4 ₹95,400 | 94 ₹94,000 Lowest | 95.4 ₹95,400 |
| 1.01 | 16.18.1:Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire | 1,400 | metre | 24.75 ₹34,650 Lowest | 25.16 ₹35,224 | 24.75 ₹34,650 Lowest | 25.16 ₹35,224 |
Tender Value
₹15.2 L
EMD Value
₹37,958
Closing Date
14 Jul 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer Thiruvananthapuram District Panchayath
Building
2025_LSGD_772383_11
6/HD/AEE/LSGD/TVM/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹37,958
Yes
1 Sept 2025
28 Jun 2025
14 Jul 2025
28 Jun 2025
14 Jul 2025
28 Jun 2025
Amount
building
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
OD71989/2025-2026:Random rubble masonry with hard stone in foundation and plinth including levelling up withcement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominalsize) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
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
50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
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)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
16.15.2:Supplying at site:Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & painting to be paid for separately)
16.18.1:Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire
11.20.1:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
OD71988/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness 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 scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required.
OD71987/2025-2026:Supplying and fixing GI powder coated plain sheet for ridge (for 10m)(size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 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
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
10.16.2: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 seamless type tubes
13.112.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shadeOld work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface
13.71:Lettering with black Japan pint of approved brand and manufacture
50.18.7.2.1:Providing and fixing PVC pipes, fittings including fixing the pipe with claps at 1.00 metre 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 20 mm dia 12Kgf/cm2 - Internal work - Exposed on wall
50.18.7.4.1: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 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall
50.18.7.6.2: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 6 Kgf/cm2 - Internal work- Exposed on wall
17.10.1.1:Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink with drain board510x1040 mm bowl depth 250 mm
17.28.1.2:Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC. waste fittings complete. Semi rigid pipe40 mm dia
17.25.6:Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings:Surgeon type wash basin of 660x460 mm
18.48A: Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.
11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.
HARI A (BID ID -2249490)
SABIN D RAJ (BID ID -2249318)
Vishnu V (BID ID -2249316)
Bidder Name
Vishnu V
VISAKH V S
SABIN D RAJ
HARI A
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