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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.8 LAccepted-AOC NULL | ₹20.8 L | 1 | Accepted-AOC Agreement executed |
| 2 | 2₹21.3 LRejected-AOC | ₹21.3 L | 2 | Rejected-AOC Rejected |
| 3 | 3₹21.3 LRejected-Finance | ₹21.3 L | 3 | Rejected-Finance No least |
| 4 | 4₹22.5 LRejected-Finance | ₹22.5 L | 4 | Rejected-Finance No least |
| 5 | 5₹24.0 LRejected-Finance | ₹24.0 L | 5 | Rejected-Finance No least |
| Sl No | Description | Qty | Unit | SELVARAJ A L5 | SUBAIR. K.S. L1 | HAMSAKUTTY M L4 | MOHAMMED SABIR E K L2 | Ajith E P L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00new building | ||||||||
| 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 | 83.6 | cum | 292.5 ₹24,452.42 | 274 ₹22,905.85 | 297.97 ₹24,909.70 | 281.35 ₹23,520.30 | 281.68 ₹23,547.88 |
| 1.00 | OD287222/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.N | 83.45 | cum | 4,990.34 ₹4.2 L | 5,400 ₹4.5 L | 5,763.55 ₹4.8 L | 5,443.66 ₹4.5 L | 5,450.16 ₹4.5 L |
| 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 10.73 | cum | 5,863.12 ₹62,934.73 | 6,070 ₹65,155.38 | 6,571.08 ₹70,533.97 | 6,204.58 ₹66,599.96 | 6,211.98 ₹66,679.39 |
| 1.00 | 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) | 18.57 | cum | 7,816.31 ₹1.5 L | 8,026 ₹1.5 L | 8,688.2 ₹1.6 L | 8,203.62 ₹1.5 L | 8,213.4 ₹1.5 L |
| 1.00 | 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) | 5.82 | cum | 9,424.2 ₹54,886.54 | 9,775 ₹56,929.60 | 10,579.62 ₹61,615.71 | 9,989.55 ₹58,179.14 | 10,001.46 ₹58,248.50 |
| 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). | 30.58 | cum | 9,887.82 ₹3.0 L | 10,290 ₹3.1 L | 11,134.58 ₹3.4 L | 10,513.55 ₹3.2 L | 10,526.09 ₹3.2 L |
| 1.01 | 4.2.8:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded
stone aggregate 40 mm nominal size derived from natural sources). | 0.61 | cum | 6,875.51 ₹4,173.43 | 8,500 ₹5,159.50 | 8,593.28 ₹5,216.12 | 7,893.07 ₹4,791.09 | 7,902.49 ₹4,796.81 |
| 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 | 89.89 | sqm | 5,659.33 ₹5.1 L | 300 ₹26,968.50 | 319.86 ₹28,753.81 | 302.02 ₹27,150.09 | 302.38 ₹27,182.45 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 169.1 | sqm | 559.05 ₹94,535.91 | 584 ₹98,754.98 | 631.92 ₹1.1 L | 596.67 ₹1.0 L | 597.38 ₹1.0 L |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
3 Jan 2026, 2:00 pmClosed
Assistant engineer
LIDandEWThaliparambaMunicipality
Pron0123Kuttikkolpakalveeduconstruction
2025_LSGD_823384_2
E1/TPBA/6/25-26
Open Tender
Civil Works - Roads
THALIPARAMBA MUNICIPALITY
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
20 Feb 2026
23 Dec 2025
6 Jan 2026
23 Dec 2025
3 Jan 2026
23 Dec 2025
Amount
new building
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
OD287222/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.N
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)
5.2.2: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).
4.2.8:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 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
5.9.5: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
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
5.22.6: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
50.2.26.1: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.
OD287221/2025-2026: Laterate masonry with neatly dressed laterate stone of size 35x20x20cm 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.N
MOHAMMED SABIR E K (BID ID -2451609)
Ajith E P (BID ID -2451624)
HAMSAKUTTY M (BID ID -2451717)
SELVARAJ A (BID ID -2451741)
Bidder Name
SUBAIR. K.S.
SELVARAJ A
Ajith E P
MOHAMMED SABIR E K
HAMSAKUTTY M
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