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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₹4.6 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹4.7 L+₹2,470.71 (0.53%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | VISHNU V L2 | Jyothi Sarasan L1 | Anoop Anand L3 |
|---|---|---|---|---|---|---|
| 1.00school maintenance | ||||||
| 1.00 | 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. | 263.94 | kilogram | 111.21 ₹29,352.43 | 110.62 ₹29,196.71 | 110 ₹29,033.07 Lowest |
| 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) | 1.02 | cum | 8,801.88 ₹9,013.13 | 8,755.7 ₹8,965.84 | 8,000 ₹8,192 Lowest |
| 1.00 | 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 | 267.26 | kg | 185.14 ₹49,480.15 | 184.17 ₹49,220.91 | 160 ₹42,761.28 Lowest |
| 1.00 | OD296848/2025-2026:Providing and fixing precoated galvanised iron profile sheets (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. 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.Details of cost for
216.14 sqm (External dimension of plinth). Area of roof = 20.2x10.70 m =
216.14 sqm | 76.14 | sqm | 591.29 ₹45,023.78 | 588.19 ₹44,787.73 Lowest | 800 ₹60,916 |
| 1.00 | OD296849/2025-2026:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%)
total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated
thickness, 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 using self
drilling/self tapping screws complete:
Ridges plain (500-600 mm)Details of cost for 20.20 metre MATERIAL: one piece plain ridges
Consider a shed of 20x10 m
(external dimensions at plinth) | 9.7 | metre | 380.17 ₹3,687.65 | 378.18 ₹3,668.35 Lowest | 560 ₹5,432 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 61 | sqm | 352.38 ₹21,495.18 | 350.53 ₹21,382.33 Lowest | 370 ₹22,570 |
| 1.01 | OD296873/2025-2026:Supplying and fixing 150mm dia rainwater gutter semicircular section including 32x5mm MS flat support 1M intervals etc complete | 19.4 | metre | 457.74 ₹8,880.16 | 455.33 ₹8,833.4 Lowest | 600 ₹11,640 |
| 1.01 | 50.18.9.18.2:Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on wall | 10 | metre | 250.93 ₹2,509.3 | 249.62 ₹2,496.2 Lowest | 300 ₹3,000 |
| 1.01 | 12.45.1:Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:12.5 mm thick tapered edge gypsum plain board conforming to IS : 2095-Part 1 :2011 (Board with BIS certification marks) | 139.72 | sqm | 1,369.52 ₹1,91,356.18 | 1,362.33 ₹1,90,351.56 | 1,350 ₹1,88,628.75 Lowest |
Tender Value
₹4.9 L
EMD Value
₹12,243
Closing Date
31 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
VALLIKUNNAM GP
RE TENDER VALLIKUNNAM GP PRO NO 96/26 Elippakkulam L P School Maintenance
2025_LSGD_822988_2
101/AE/LIDEW/VKM/25
Open Tender
Civil Works - Others
Item Rate
180 days
VALLIKUNNAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,080
Yes
₹12,243
Yes
6 Mar 2026
24 Jan 2026
3 Feb 2026
24 Jan 2026
31 Jan 2026
24 Jan 2026
school maintenance
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.
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)
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
OD296848/2025-2026:Providing and fixing precoated galvanised iron profile sheets (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. 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.Details of cost for 216.14 sqm (External dimension of plinth). Area of roof = 20.2x10.70 m = 216.14 sqm
OD296849/2025-2026:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, 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 using self drilling/self tapping screws complete: Ridges plain (500-600 mm)Details of cost for 20.20 metre MATERIAL: one piece plain ridges Consider a shed of 20x10 m (external dimensions at plinth)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD296873/2025-2026:Supplying and fixing 150mm dia rainwater gutter semicircular section including 32x5mm MS flat support 1M intervals etc complete
50.18.9.18.2:Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on wall
12.45.1:Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:12.5 mm thick tapered edge gypsum plain board conforming to IS : 2095-Part 1 :2011 (Board with BIS certification marks)
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
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)
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
OD298127/2025-2026:Supplying and fixing wiremesh for side wall by using 25x25x4mm size over existing frame work. Including all cost etc
15.31:Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
OD298162/2025-2026:Supplying First class MP tiles 340mm or nearest available size
OD298163/2025-2026:Roofing with Departmental MP tiles of 340mm or nearest available size
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