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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.7 LAccepted-AOC | ₹23.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹25.3 LRejected-AOC | ₹25.3 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MANUPRASAD L1 | SOORAJ K / AQUA FARMS L2 |
|---|---|---|---|---|---|
| 1.00CULVERT | |||||
| 1.00 | 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 | 63.84 | cum | 411.47 ₹26,268.24 | 440 ₹28,089.60 |
| 1.00 | OD430030/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers , and compacting with plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 3.6 | cum | 3,262 ₹11,743.20 | 3,400 ₹12,240 |
| 1.00 | 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 | 4.64 | cum | 8,389.36 ₹38,926.63 | 9,000 ₹41,760 |
| 1.00 | 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 | 29.17 | cum | 9,746.3 ₹2.8 L | 10,400 ₹3.0 L |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 3.21 | tonne | 94,063.14 ₹3.0 L | 1,00,900 ₹3.2 L |
| 1.01 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 1,005 | sqm | 37.28 ₹37,466.40 | 30 ₹30,150 |
| 1.01 | 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 | 100.5 | cum | 3,110.9 ₹3.1 L | 3,335 ₹3.4 L |
| 1.01 | 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) | 150.75 | cum | 8,913.41 ₹13.4 L | 9,560 ₹14.4 L |
| 1.01 | OD386002/2025-2026:Supplyingand providing readymade Name board with all conveyance,labour and hire charges
etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm
thick iron sheet of size 90x60cm with two coat ofenamel painting over a coat ofprimer, lettering
with suitable colour and size, fixing the post inground with CC etc complete | 1 | 1 nos | 9,786 ₹9,786 | 10,400 ₹10,400 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
4 Feb 2026, 1:00 pmClosed
BLOCK DEVELOPMENT OFFICER
BLOCK DEVELOPMENT OFFICE NATTUKAL CHITTUR
MPLAD 2025-26 METTUKADA KUNNUAMKATTUPATHY ROAD WARD 12 KOZHINJAMPARA GP
2026_CRD_830277_1
3144129-2025
Open Tender
Civil Works - Roads
180 days
BLOCK DEVELOPMENT OFFICE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
16 Mar 2026
24 Jan 2026
5 Feb 2026
24 Jan 2026
4 Feb 2026
24 Jan 2026
CULVERT
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
OD430030/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers , and compacting with plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (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
12.5.3: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
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
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)
OD386002/2025-2026:Supplyingand providing readymade Name board with all conveyance,labour and hire charges etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitable colour and size, fixing the post inground with CC etc complete
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