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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC MADAVOOR PO KOZHIKODE KERALA KL | KOZHIKODE | KERALA | 673585 | ₹7.7 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical KERALA KL | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical CHITTATTUVADAKKEL THIRUVAMBADY | THIRUVAMBADY | KERALA | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SARATH SEBASTIAN L3 | Puthukkoth Hamza L2 | GOPALAKRISHNAN KM L4 | ROYAL BUILDERS L1 |
|---|---|---|---|---|---|---|---|
| 1.00Building Work | |||||||
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 3.85 | cum | 3,130 ₹12,044.24 | 3,000 ₹11,544 | 2,851 ₹10,970.65 | 3,300 ₹12,698.4 |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 2.31 | cum | 2,166 ₹4,994.8 | 2,000 ₹4,612 | 8,407 ₹19,386.54 | 2,300 ₹5,303.8 |
| 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 | 17.15 | cum | 1,816 ₹31,151.66 | 1,300 ₹22,300.2 | 1,858 ₹31,872.13 | 1,500 ₹25,731 |
| 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 | cum | 220 ₹12,100 | 200 ₹11,000 | 204 ₹11,220 | 200 ₹11,000 |
| 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 | 78.3 | cum | 307 ₹24,038.1 | 300 ₹23,490 | 313 ₹24,507.9 | 250 ₹19,575 |
| 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) | 1.35 | cum | 6,762 ₹9,128.7 | 7,200 ₹9,720 | 6,921 ₹9,343.35 | 6,700 ₹9,045 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 17.88 | sqm | 329 ₹5,882.52 | 320 ₹5,721.6 | 336 ₹6,007.68 | 350 ₹6,258 |
| 1.01 | 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) | 8.03 | cum | 8,941 ₹71,823.05 | 9,400 ₹75,510.2 | 9,152 ₹73,518.02 | 9,000 ₹72,297 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 69.61 | sqm | 819 ₹57,012.23 | 780 ₹54,297.36 | 779 ₹54,227.75 | 780 ₹54,297.36 |
Tender Value
₹8.5 L
EMD Value
₹21,178
Closing Date
8 Sept 2025, 5:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER
Building
2025_LSGD_793063_1
EE/LSGD/KKD/66/2025-26
Open Tender
Civil Works - Buildings
180 days
Thiruvambadi
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,178
Yes
8 Jul 2026
1 Sept 2025
10 Sept 2025
1 Sept 2025
8 Sept 2025
1 Sept 2025
Amount
Building Work
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
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
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
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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)
5.3: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).
5.22.6: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
50.6.1.8: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 super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete
Puthukkoth Hamza (BID ID -2327496)
SARATH SEBASTIAN (BID ID -2326184)
GOPALAKRISHNAN KM (BID ID -2328024)
Bidder Name
Puthukkoth Hamza
GOPALAKRISHNAN KM
SARATH SEBASTIAN
ROYAL BUILDERS
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