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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | L1 | Accepted-AOC Lowest quoted | |
| 2 | Rejected-Technical | - | Rejected-Technical High quoted | |
| 3 | Rejected-Technical | - | Rejected-Technical High quoted |
| Sl No | Description | Qty | Unit | BHURHANUL HAQUE K A L3 | JAMSHAS.P.K L1 | MUHAMMED FASIL L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of Gate | ||||||
| 1.00 | OD544921/2024-2025:Dismantling DR-Dismantling,Clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 33.39 | cum | 677.82 ₹22,632.41 | 544.73 ₹18,188.53 Lowest | 668.53 ₹22,322.22 |
| 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 72 | cum | 235.83 ₹16,979.76 | 189.52 ₹13,645.44 Lowest | 232.6 ₹16,747.2 |
| 1.00 | 2.33.3:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth up to and including 240 cm girth | 1 | each | 10,195.11 ₹10,195.11 | 8,193.32 ₹8,193.32 Lowest | 10,055.45 ₹10,055.45 |
| 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 | 24.9 | cum | 327.23 ₹8,149.34 | 262.97 ₹6,549 Lowest | 322.75 ₹8,037.77 |
| 1.00 | 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 : 8 graded stone aggregate 40 nominal size) | 0.77 | cum | 7,509.07 ₹5,766.97 | 6,034.68 ₹4,634.63 Lowest | 7,406.21 ₹5,687.97 |
| 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 | 5.24 | cum | 10,010.58 ₹52,475.46 | 8,045 ₹42,171.89 Lowest | 9,873.45 ₹51,756.62 |
| 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 | 6.4 | sqm | 369.47 ₹2,364.61 | 296.92 ₹1,900.29 Lowest | 364.41 ₹2,332.22 |
| 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) | 1.36 | cum | 12,069.85 ₹16,390.86 | 9,700 ₹13,172.6 Lowest | 11,904.51 ₹16,166.32 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 13.8 | sqm | 951.59 ₹13,131.94 | 764.74 ₹10,553.41 Lowest | 938.55 ₹12,951.99 |
Tender Value
₹8.0 L
EMD Value
₹20,038
Closing Date
15 May 2025, 6:00 pmClosed
Neethu KR
Office of Assistant engineer LID and EW section Thennala
Annual Plan-THENNALA GRAMAPANCHAYATH 2024-25 PR NO-64/25 CONSTRUCTION FOR COMPOUND WALL AND ENTRANCE GATE IN THENNALA GRAMAPANCHAYATH OFFICE-WARD NO-11
2025_LSGD_763093_12
210/AE/TNL/2024-25/ET06
Open Tender
Civil Works - Roads
Item Rate
Thennala
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,770
Yes
₹20,038
Yes
12 Aug 2025
7 May 2025
16 May 2025
7 May 2025
15 May 2025
7 May 2025
Amount
Construction of Gate
OD544921/2024-2025:Dismantling DR-Dismantling,Clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
2.33.3:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth up to and including 240 cm girth
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 : 8 graded stone aggregate 40 nominal size)
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> 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) : 3 graded stone aggregate 20 mm nominal size).
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
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
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
12.48:Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)
12.49:Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ).
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)
OD545351/2024-2025:Dipart mental Random rubble masonry with dipartmental 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)
50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
OD4152/2025-2026:[OD from DAR 11.36] - Providing and fixing I st quality stone finished ceramic wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours of any size as approved by Engineer -in-Charge, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
OD4239/2025-2026:Lettering in stainless steel for name board work including labour, material and fitting charges etc complete (area measured including standard specification spacing between letters
14.66.1:Finish walls with Acryllic Smooth exterior paint of required shade:Old work ( Two or more coats applied @ 1.67 ltr/10 sqm) on existing cement paint surface
MUHAMMED FASIL (BID ID -2212202)
BHURHANUL HAQUE K A (BID ID -2212203)
Bidder Name
BHURHANUL HAQUE K A
JAMSHAS.P.K
MUHAMMED FASIL
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