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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC 25 P NO 310 | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 CrRejected-AOC ANAS MANZIL KALLELIBHAGOM KARUNAGAPPALLY 690519 KOLLAM DIST KERALA | KOLLAM | KERALA | 690519 | ₹1.2 Cr | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Due to submitted Civil Licence of C Class instead of B Class. (As per SBD-ITB Clause 4.3.2, Self attested copy of the bidder's valid registration certificate in Kerala PWD, CPWD or other approved agencies as per clause 1.3.1.) |
| Sl No | Description | Qty | Unit | anees rahim L2 | SHAJI.P L1 |
|---|---|---|---|---|---|
| 1.00Appendix - A - Compound wall | |||||
| 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 | 299.25 | cum | 250 ₹74,812.50 | 275 ₹82,293.75 |
| 1.00 | OD218946/2025-2026:OD82351/2022-2023
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. (As per OD Irrigation 60.7.1) | 216.12 | cum | 3,800 ₹8.2 L | 4,375 ₹9.5 L |
| 1.00 | OD254978/2025-2026:Random rubble masonry with hard stone in sub structure and superstructure above plinth level and up to floor five level, for retaining wall with Cement mortar 1:6 (1 cement : 6 coarse sand) (Refer PRICE ID :14808/2022) | 437.24 | cum | 8,000 ₹35.0 L | 8,275 ₹36.2 L |
| 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) | 14.96 | cum | 10,000 ₹1.5 L | 10,100 ₹1.5 L |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 66.5 | sqm | 500 ₹33,250 | 400 ₹26,600 |
| 1.01 | OD244861/2025-2026:Providing precast cement concrete jali 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 fine sand ) etc. complete excluding plastering of the jambs, sills and soffits.100 mm thick | 750.4 | sqm | 4,500 ₹33.8 L | 4,150 ₹31.1 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 | 28.14 | cum | 7,000 ₹2.0 L | 8,000 ₹2.3 L |
| 1.01 | 5.1.3A: 1:2:4 (1 cement : 2 coarse sand incuding manufactured sand derived from Recycled
Concrete Aggregate (RCA) upto 20% : 4 graded stone aggregate 20 mm nominal
size of Recycled Concrete Aggregate (RCA) upto 20%). | 19.95 | cum | 10,000 ₹2.0 L | 10,190 ₹2.0 L |
| 1.01 | 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 | 3,990 | kg | 100 ₹4.0 L | 120 ₹4.8 L |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
8 Jan 2026, 6:00 pmClosed
Superintending Engineer
O/o the Superintending Engineer PWD Buildings South Circle Thiruvananthapuram
GENERAL GTDMC Alappuzha Reconstruction of the compound wall dismantled in the course of National Highway 66 widening.General Civil Work
2025_PWD_824894_1
PWD/BLDG/TR/21777/2022_5_2_1/1
Open Tender
Civil Works - Buildings
180 days
Alappuzha Reconstruction of the compound wall dis
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
17 Feb 2026
31 Dec 2025
12 Jan 2026
31 Dec 2025
8 Jan 2026
31 Dec 2025
Appendix - A - Compound wall
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
OD218946/2025-2026:OD82351/2022-2023 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. (As per OD Irrigation 60.7.1)
OD254978/2025-2026:Random rubble masonry with hard stone in sub structure and superstructure above plinth level and up to floor five level, for retaining wall with Cement mortar 1:6 (1 cement : 6 coarse sand) (Refer PRICE ID :14808/2022)
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
OD244861/2025-2026:Providing precast cement concrete jali 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 fine sand ) etc. complete excluding plastering of the jambs, sills and soffits.100 mm thick
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
5.1.3A: 1:2:4 (1 cement : 2 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 4 graded stone aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA) upto 20%).
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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
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)
OD245888/2025-2026:Providing and fixing concrete 1:2:4 -TDMC logo on proper locations, of required size ,approved shade, colour and texture laid over 20mm thick base cement mortar 1:4, joints treated with white cement, complete at all levels. (Logo size 140x100x2.50 )
Appendix - B - Entrance gate way
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
4.1.8: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)
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 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
5.2.2: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)
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
10.25.1:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
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