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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.6 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹45.8 L+₹21,349.44 (0.47%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹46.1 L+₹53,314.30 (1.17%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | E.K. MOIDEEN L3 | AZEEZ E.K. L2 | P. M Abdul kareem L1 |
|---|---|---|---|---|---|---|
| 1.00Varyakkuth Karappalli road | ||||||
| 1.01 | 3.5.1
Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with
a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 83.71 | cum | 410 ₹34,320.69 | 408 ₹34,153.27 | 405.52 ₹33,945.67 Lowest |
| 1.02 | 4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 84.84 | cum | 3,089 ₹2,62,080.03 | 3,085 ₹2,61,740.66 | 3,077.04 ₹2,61,065.31 Lowest |
| 1.03 | 11.4.1.1
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 53.5 | cum | 8,312 ₹4,44,658.75 | 8,268.01 ₹4,42,305.46 Lowest | 8,268.01 ₹4,42,305.46 Lowest |
| 1.04 | 12.5.2.1 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 2.52 | cum | 9,343 ₹23,544.36 | 9,300 ₹23,436 | 9,243.42 ₹23,293.42 Lowest |
| 1.05 | 12.5.1.1 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 190.18 | cum | 8,754 ₹16,64,818.21 | 8,546.22 ₹16,25,303.03 Lowest | 8,546.22 ₹16,25,303.03 Lowest |
| 1.06 | 11.8 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 6.13 | tonne | 92,555 ₹5,67,269.6 | 92,253.53 ₹5,65,421.89 Lowest | 92,253.53 ₹5,65,421.89 Lowest |
| 1.07 | OD211364/2025-2026 Providing and laying non-pressure NP2 class (light duty) R.C.C pipes with collars jointed with stiff mixture of cement mortar in the proportion 1:2 (1 cement 2 fine sand ) including testing of joints etc complete 600 mm dia R.C.C pipes | 18 | metre | 2,897 ₹52,146 | 2,517.59 ₹45,316.62 Lowest | 2,517.59 ₹45,316.62 Lowest |
| 1.08 | 12.5.3 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 1.2 | cum | 9,899 ₹11,878.8 | 9,605.33 ₹11,526.4 Lowest | 9,605.33 ₹11,526.4 Lowest |
| 1.09 | 13.1.2 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 | 2.4 | cum | 10,999 ₹26,397.6 | 10,974.23 ₹26,338.15 Lowest | 10,974.23 ₹26,338.15 Lowest |
Tender Value
₹56.5 L
Closing Date
19 Jan 2026, 5:00 pmClosed
Baiju T.P
Forest Industries Travancore Limite
Construction of Road
2026_FITL_826903_1
FIT/CP-124/2025-26
Open Tender
Civil Works - Others
Item Rate
540 days
Malappuram - Pulpatta Grama Panchayath
Refer Tender Details
7 documents required · 7 mandatory
₹2,950
Exempted
28 Jan 2026
12 Jan 2026
20 Jan 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
12 Jan 2026 - 14 Jan 2026
3.5.1 Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
11.4.1.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.2.1 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
12.5.1.1 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
11.8 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD211364/2025-2026 Providing and laying non-pressure NP2 class (light duty) R.C.C pipes with collars jointed with stiff mixture of cement mortar in the proportion 1:2 (1 cement 2 fine sand ) including testing of joints etc complete 600 mm dia R.C.C pipes
12.5.3 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
13.1.2 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25
13.1.1.1 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4
OD211378/2025-2026 2.25 Filling with contractors 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 -incharge
Valamangalam GLP School road
3.5.2 Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD207543/2025-2026 Specification code: 2.28.1 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.5.1 Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.4.1.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.1.1 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
11.8 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD211501/2025-2026 Providing and fixing lenghand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer. G.I. pipes OD from DAR 10.26.3 Details of cost for hand rail of railing of two flights of staircase,
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