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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC | ₹1.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 LRejected-Finance | ₹1.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹1.5 LRejected-Finance KADAMPAZHIPURAM GP KERALA KL | PATHANAMTHITTA | KERALA | 689694 | ₹1.5 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SUROJ L2 | PRADEEP N L3 | ABDUL SALAM N L1 |
|---|---|---|---|---|---|---|
| 1.00Retaining wall construction | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 12.94 | cum | 432.67 ₹5,597.88 | 441.5 ₹5,712.13 | 374.83 ₹4,849.55 |
| 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 | 3.6 | cum | 922.99 ₹3,322.76 | 941.83 ₹3,390.59 | 799.6 ₹2,878.56 |
| 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 | 0.9 | cum | 8,821.43 ₹7,939.29 | 9,001.46 ₹8,101.31 | 7,642.24 ₹6,878.02 |
| 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 11.45 | cum | 10,248.26 ₹1.2 L | 10,457.41 ₹1.2 L | 8,878.3 ₹1.0 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 | 0.14 | tonne | 98,907.6 ₹13,945.97 | 1,00,926.12 ₹14,230.58 | 85,686.28 ₹12,081.77 |
| 1.01 | OD329889/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. (Derived from PRICE DSR item NO 60.6) | 4.9 | metre | 115.44 ₹565.66 | 117.8 ₹577.22 | 100 ₹490 |
| 1.01 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.48 | sqm | 4,903.12 ₹2,353.50 | 5,003.18 ₹2,401.53 | 4,247.7 ₹2,038.90 |
Tender Value
₹1.5 L
EMD Value
₹3,854
Closing Date
27 Jan 2026, 3:00 pmClosed
Assistant Engineer
Office of AEE, LID and EW Sub Division, Sreekrishnapuram BP
Annual Plan-Sreekrishnapuram block Panchayath 2025-26 -Poovakkad ST colony Naveekaranam in karimpuzha Gp.(project no 38/26)- Retender
2026_LSGD_828832_3
ET-07/25-26/AEE/ SKPM dt. 17.01.2026
Open Tender
Miscellaneous Works
210 days
Sreekrishnapuram
As per SBD
9 documents required · 9 mandatory
₹555
₹3,854
Yes
22 May 2026
19 Jan 2026
29 Jan 2026
19 Jan 2026
27 Jan 2026
19 Jan 2026
Retaining wall construction
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
11.1.1.1: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
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<br> For height upto 5 m <br> 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
OD329889/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. (Derived from PRICE DSR item NO 60.6)
10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
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