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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.9 LAccepted-AOC | 1 | Accepted-AOC 1st lowest | |
| 2 | Rejected-Technical S O P G DAS MARUTHUR HOUSE PALLIPPURAM CHERTHALA | THIRUVANANTHAPURAM | KERALA | 695001 | - | Rejected-Technical 1st lowest executed agmt |
| Sl No | Description | Qty | Unit | SEENAI CONSTRUCTIONS L1 | B.PRASAD L2 |
|---|---|---|---|---|---|
| 1.00side wall | |||||
| 1.00 | 2.7.E:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(E) Dismantling Stone Pitching / Dry Stone Spalls | 1.26 | cum | 411.52 ₹518.52 Lowest | 425.92 ₹536.66 |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 15.75 | cum | 894.4 ₹14,086.8 Lowest | 953.13 ₹15,011.8 |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.25 | cum | 8,548.18 ₹19,233.41 Lowest | 9,109.48 ₹20,496.33 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 26.55 | cum | 9,389.17 ₹2,49,282.46 Lowest | 10,005.68 ₹2,65,650.8 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.11 | tonne | 95,379.73 ₹1,06,348.4 Lowest | 1,01,642.56 ₹1,13,331.45 |
| 1.01 | OD358674/2025-2026:PVC weep holes providing weep holes using 75mm dia PVC pipe working pressure 4kg/sq cm including cost of materials conveyance labour charges etc complete | 15 | metre | 109.49 ₹1,642.35 Lowest | 144.39 ₹2,165.85 |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 4.05 | cum | 624.68 ₹2,529.95 | 567.09 ₹2,296.71 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
12 Feb 2026, 9:00 amClosed
AE
LSGD SECTION PERUMKADAVILA GP
RETENDER -PERUMKADAVILA GP- 2025-26 -304/26- CONSTRUCTION OF SIDE WALL IN PERUMBALOOR LAKSHAMVEEDU COLONY ROAD
2025_LSGD_819144_16
7/AE/LSGD/PKDVLA/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Perumkadavila
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
27 Apr 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
12 Feb 2026
5 Feb 2026
5 Feb 2026 - 7 Feb 2026
side wall
2.7.E:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(E) Dismantling Stone Pitching / Dry Stone Spalls
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD358674/2025-2026:PVC weep holes providing weep holes using 75mm dia PVC pipe working pressure 4kg/sq cm including cost of materials conveyance labour charges etc complete
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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