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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.7 LAccepted-AOC | ₹7.7 L | 1 | Accepted-AOC I Lowest |
| 2 | 2₹10.6 LRejected-AOC | ₹10.6 L | 2 | Rejected-AOC II Lowest |
| Sl No | Description | Qty | Unit | V.HARIKUMAR L1 | WEBUILD PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 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 | 55.26 | cum | 228.59 ₹12,631.88 | 300 ₹16,578 |
| 1.00 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | 46.88 | cum | 395.48 ₹18,538.13 | 500 ₹23,437.50 |
| 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. | 65.95 | sqm | 744.97 ₹49,130.77 | 950 ₹62,652.50 |
| 1.00 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 658.35 | kg | 99.75 ₹65,670.41 | 136 ₹89,535.60 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.4 | cum | 7,603.3 ₹18,247.92 | 9,600 ₹23,040 |
| 1.01 | 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) | 0.8 | cum | 8,194.98 ₹6,555.98 | 10,800 ₹8,640 |
| 1.01 | 50.6.1.9:Solid block masonry using pre cast solid blocks( Factory made) of size 40x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 17.97 | cum | 7,848.4 ₹1.4 L | 12,150 ₹2.2 L |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 13.22 | cum | 11,332.62 ₹1.5 L | 14,900 ₹2.0 L |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 62.9 | sqm | 328.09 ₹20,636.86 | 430 ₹27,047 |
Tender Value
₹8.9 L
EMD Value
₹22,228
Closing Date
26 Feb 2026, 3:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER, PWD SPL BUILDINGS SUBDIVISION TVM
DEPOSIT-Extension of sheet roofing, laying of interlocking and other allied works behind OP in Govt. Ayurveda college-Extension of sheet roofing, laying of interlocking and other allied works -General Civil Work
2026_PWD_838567_1
PWD/BLDG/TR/14889/2024_5_1_1/1
Open Tender
Civil Works - Buildings
180 days
THIRUVANANTHAPURAM
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,965
Yes
₹22,228
Yes
11 May 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
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
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.
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.
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
50.6.1.9:Solid block masonry using pre cast solid blocks( Factory made) of size 40x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD112866/2024-2025:Providing and fixing110mm pvc pipe as weep hole as per the direction of Engineer-in- charge(110mm dia pvc pipe 6kgflcm2)
OD297970/2025-2026:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position, welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes. MS Tubular sections (Priming coat to be paid separately)
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.
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
OD112881/2024-2025:Supplying and fixing 160mm plastic half hexagonal type gutter pipe for rain water
50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
50.18.9.22.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow
OD112905/2024-2025: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 6mm aggregates, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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