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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.5 L+₹5,097.40 (0.93%)Admitted-Fee/PreQual/Technical/Finance | ₹5.5 L+₹5,097.40 (0.93%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | J&J CONSTRUCTIONS L2 | ROBY XAVIER L1 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | OD125652/2026-2027: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
all kinds of soil | 426.6 | sqm | 25 ₹10,665 | 8 ₹3,412.8 Lowest |
| 1.00 | OD125687/2026-2027:Construction of granular sub base/base/surface coarse with local material spreading in
layers,levelling the top and compacting with smooth wheel roller as per technical
specification(quarry muck filing with roller compaction) | 85.32 | cum | 1,200 ₹1,02,384 Lowest | 1,200 ₹1,02,384 Lowest |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 63.99 | cum | 3,600 ₹2,30,364 Lowest | 3,600 ₹2,30,364 Lowest |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 426.6 | sqm | 78 ₹33,274.8 Lowest | 80 ₹34,128 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 426.6 | sqm | 19 ₹8,105.4 Lowest | 19 ₹8,105.4 Lowest |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 426.6 | sqm | 290 ₹1,23,714 Lowest | 291 ₹1,24,140.6 |
| 2.00Retaining wall | |||||
| 2.00 | 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 | 2.98 | cum | 900 ₹2,677.5 Lowest | 900 ₹2,677.5 Lowest |
| 2.00 | OD123506/2026-2027:Dry Rubble Masonry in Foundation and Superstructure Without Concrete Levelling Course Masonry with Good Quality Blasted Rubble including packing to compactness to line and levels including cost and conveyance etc complete (2018 DSR Modified item No 60.7.1) | 9.54 | cum | 4,100 ₹39,105.8 Lowest | 4,100 ₹39,105.8 Lowest |
Tender Value
₹5.8 L
EMD Value
₹14,404
Closing Date
11 Aug 2026, 6:00 pmClosed
Assistant Engineer
LIDEW SECTION KUMARAKOM GP
Annual Plan-Kumarakom GP 2026-27-Project No-95/27-Construction of Kalappura - Koonamthara Road in Ward 5-General Civil Work
2026_LSGD_864016_6
01/AE/LIDEW/KGP/26-27
Open Tender
Civil Works - Roads
Item Rate
Kumarakom
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,275
Yes
₹14,404
Yes
14 Aug 2026
4 Aug 2026
13 Aug 2026
4 Aug 2026
11 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | OD125652/2026-2027: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
all kinds of soil | - | sqm | - | - |
| 1.002 | OD125687/2026-2027:Construction of granular sub base/base/surface coarse with local material spreading in
layers,levelling the top and compacting with smooth wheel roller as per technical
specification(quarry muck filing with roller compaction) | 1 | cum | - | - |
| 1.003 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.004 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
| 1.005 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.006 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 2Retaining wall | |||||
| 2.001 | 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 | - | cum | - | - |
| 2.002 | OD123506/2026-2027:Dry Rubble Masonry in Foundation and Superstructure Without Concrete Levelling Course Masonry with Good Quality Blasted Rubble including packing to compactness to line and levels including cost and conveyance etc complete (2018 DSR Modified item No 60.7.1) | - | cum | - | - |
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