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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC | ₹2.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.2 LRejected-Finance | ₹2.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹2.4 LRejected-Finance | ₹2.4 L | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-IPACT NOT FILLED |
| Sl No | Description | Qty | Unit | prakash a L1 | MOIDEEN KUNHI L2 | ABDUL AZEEZ D L3 |
|---|---|---|---|---|---|---|
| 1.00Sub centre Pathur | ||||||
| 1.00 | 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 | 1.6 | cum | 338 ₹540.80 | 290.36 ₹464.58 | 314.72 ₹503.55 |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 10.08 | cum | 1,500 ₹15,118.50 | 1,716 ₹17,295.56 | 1,860 ₹18,746.94 |
| 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) | 1.65 | cum | 4,000 ₹6,616 | 7,445.72 ₹12,315.22 | 8,070.54 ₹13,348.67 |
| 1.00 | OD65395/2025-2026: Laterite masonry in CM 1:6 using neatly dressed laterite stone of size 35x20x20 cm for foundation and basement including all cost of materials labour charges etc complete for foundation and basement | 12.26 | cum | 4,000 ₹49,048 | 4,547.4 ₹55,760.22 | 4,929 ₹60,439.40 |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 20.54 | sqm | 300 ₹6,161.40 | 298.46 ₹6,129.77 | 323.5 ₹6,644.04 |
| 1.01 | 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 | 35.64 | kilogram | 90 ₹3,207.60 | 90.74 ₹3,233.97 | 98.36 ₹3,505.55 |
| 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.11 | cum | 7,000 ₹791 | 6,403.07 ₹723.55 | 6,940.39 ₹784.26 |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 0.59 | cum | 10,000 ₹5,940 | 10,849.9 ₹6,444.84 | 11,760.38 ₹6,985.67 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 3.6 | sqm | 900 ₹3,240 | 806.52 ₹2,903.47 | 874.2 ₹3,147.12 |
Tender Value
₹2.5 L
EMD Value
₹6,346
Closing Date
3 Feb 2026, 5:00 pmClosed
AKHILA_C_V
OFFICE OF ASSISTANT ENGINEER VORKADY
Annual plan 2025 26 VORKADY GP PRO 62 subcenter compound wall at Pavoor ward 1 Pathur ward 7 Construction General Civil Work
2026_LSGD_830548_1
62/AE/VKD/2025-26
Open Tender
Civil Works - Others
VORKADY_GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹560
₹6,346
19 Mar 2026
27 Jan 2026
5 Feb 2026
27 Jan 2026
3 Feb 2026
27 Jan 2026
Sub centre Pathur
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
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
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)
OD65395/2025-2026: Laterite masonry in CM 1:6 using neatly dressed laterite stone of size 35x20x20 cm for foundation and basement including all cost of materials labour charges etc complete for foundation and basement
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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
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)
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
10.25.2: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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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)
Sub centre kedumpady
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
OD405355/2025-2026:Laterite masonry with neatly laterite stones of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials labor charges etc (Modified 50.6.7.1)
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)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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)
OD405472/2025-2026:DRY RUBBLE MASONRY with hard stone, in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials lab our charges etc. complete as per approved drawing and relevant technical specifications.
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
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)
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