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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.7 L+₹1,711.93 (0.64%)Admitted-Fee/PreQual/Technical/Finance MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.7 L+₹5,373.25 (1.99%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹2.8 L+₹14,491.27 (5.38%)Admitted-Fee/PreQual/Technical/Finance KERALA KERALA | IDUKKI | KERALA | 685501 | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L4 | HASHIM MM L2 | T M SIHAS L1 | EDACHALIL CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|
| 1.00Drain | |||||||
| 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 | 27.45 | cum | 821.28 ₹22,544.14 | 500 ₹13,725 Lowest | 779.36 ₹21,393.43 | 794.9 ₹21,820.01 |
| 1.00 | OD132888/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 45.84 | cum | 3,544.68 ₹1,62,502.31 | 3,500 ₹1,60,454 | 3,339.32 ₹1,53,087.79 Lowest | 3,405.9 ₹1,56,140.08 |
| 1.00 | OD132889/2026-2027:Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204<br> II. Coursed Rubble masonry (2nd sort) <br>(iii) In cement mortar (1:5)(12.4.2.3 edited) | 5.4 | cum | 7,407.63 ₹40,001.2 | 7,000 ₹37,800 Lowest | 7,029.6 ₹37,959.84 | 7,169.77 ₹38,716.76 |
| 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 | 3.07 | cum | 8,621.49 ₹26,450.73 | 9,000 ₹27,612 | 8,181.53 ₹25,100.93 Lowest | 8,344.65 ₹25,601.39 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.17 | tonne | 87,581.33 ₹15,326.73 | 1,00,437 ₹17,576.48 | 83,111.87 ₹14,544.58 Lowest | 84,769.09 ₹14,834.59 |
| 1.01 | OD133392/2026-2027:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing
wall, return wall with 63 mm dia PVC pipe extending through the full width of the structures
with slope of 1(V):20(H) towards drawing face complete as per drawing and technical
specification Clauses 614, 709, 1204.3.7 | 12.6 | 1 metre | 101.15 ₹1,274.49 Lowest | 160.57 ₹2,023.18 | 132.87 ₹1,674.16 | 135.52 ₹1,707.55 |
| 1.01 | OD133453/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including
conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc
complete (Modified DAR 60.2.2) Data For 8Hour | 40 | hour | 396.76 ₹15,870.4 | 300 ₹12,000 Lowest | 392.95 ₹15,718 | 400.79 ₹16,031.6 |
Tender Value
₹3.3 L
EMD Value
₹8,472
Closing Date
19 Sept 2026, 12:00 pmClosed
ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP
ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP
PROJECT NO. 99/27 RENOVATION OF KAMBANIKKADAVU BOARD PATHINETTUMURI ROAD WARD 20
2026_LSGD_867971_22
ET2/AE/LSGD/KPLM/26-27
Open Tender
Civil Works - Others
Item Rate
KAIPAMANGALAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,472
Yes
26 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
11 Sept 2026 - 19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drain | |||||
| 1.001 | 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 | 27.45 | cum | - | - |
| 1.002 | OD132888/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 45.84 | cum | - | - |
| 1.003 | OD132889/2026-2027:Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204<br> II. Coursed Rubble masonry (2nd sort) <br>(iii) In cement mortar (1:5)(12.4.2.3 edited) | 5.4 | cum | - | - |
| 1.004 | 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 | 3.07 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.18 | tonne | - | - |
| 1.006 | OD133392/2026-2027:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing
wall, return wall with 63 mm dia PVC pipe extending through the full width of the structures
with slope of 1(V):20(H) towards drawing face complete as per drawing and technical
specification Clauses 614, 709, 1204.3.7 | 12.6 | 1 metre | - | - |
| 1.007 | OD133453/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including
conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc
complete (Modified DAR 60.2.2) Data For 8Hour | 40 | hour | - | - |
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