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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.0 LAccepted-Finance KANNUR | KERALA | 670511 | 1 | Accepted-Finance 1 | |
| 2 | 2₹5.6 L+₹51,931.19 (10.3%)Accepted-Finance LSGD SECTION THAZHEKODE PERINTHALMANNA MALAPPURAM | KANNUR | KERALA | 670612 | 2 | Accepted-Finance 2 |
| Sl No | Description | Qty | Unit | M Alippu L2 | MOHAMMED ASLAM KP L1 |
|---|---|---|---|---|---|
| 1.00Project No;160/2025-26 | |||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 47.77 | sqm | 278.11 ₹13,286.71 | 252.1 ₹12,044.08 Lowest |
| 1.00 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 288 | sqm | 13.15 ₹3,787.2 | 11.92 ₹3,432.96 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 288 | sqm | 260.04 ₹74,891.52 | 235.71 ₹67,884.48 Lowest |
| 1.00 | OD544490/2025-2026:OD From 60.7.1. 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 | 34.4 | cum | 3,562.16 ₹1,22,538.3 | 3,228.95 ₹1,11,075.88 Lowest |
| 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 IV. R.C.C grade M 20 | 0.86 | cum | 8,465.71 ₹7,305.91 | 7,673.81 ₹6,622.5 Lowest |
| 1.01 | OD544493/2025-2026: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 and lift up to 1.5 m.
All kinds of soil | 340 | sqm | 31.46 ₹10,696.4 | 28.52 ₹9,696.8 Lowest |
| 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 | 25.5 | cum | 2,868.42 ₹73,144.71 | 2,600.1 ₹66,302.55 Lowest |
| 1.01 | OD75958/2026-2027:(OD from DAR 2.8.1.) Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 6.73 | cum | 320.88 ₹2,158.88 | 290.87 ₹1,956.97 Lowest |
| 1.01 | OD544492/2025-2026: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 as required
including compaction, finishing and tamping etc .complete. Max. size of course aggregate not
exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix
(1:2:4) (excluding form work) | 31.08 | cum | 7,873.94 ₹2,44,722.06 | 7,137.39 ₹2,21,830.08 Lowest |
Tender Value
₹6.0 L
EMD Value
₹14,888
Closing Date
17 Jul 2026, 6:00 pmClosed
ASSISTANTENGINEER
LID AND EW SUBDIVISION OFFICE PERINTHALMANNA BLOCK PANCHAYATH PIN 679322
Annual Plan-Project No 160/2025-26-Perinthalmanna Block Panchayth., Kizhakkemukku Vadayil colony- Vellakodimala Road in Vettathoor Grama Panchayath.-General Civil Work
2026_LSGD_859897_2
AE/LSGD/PMNA BP/ETN0/02/2026-27
Open Tender
Civil Works - Roads
Item Rate
90 days
PERINTHALMANNA
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,345
Yes
₹14,888
Yes
26 Sept 2026
10 Jul 2026
20 Jul 2026
10 Jul 2026
17 Jul 2026
10 Jul 2026
10 Jul 2026 - 17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Project No;160/2025-26 | |||||
| 1.001 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 1 | sqm | - | - |
| 1.002 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.003 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.004 | OD544490/2025-2026:OD From 60.7.1. 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 | 1 | cum | - | - |
| 1.005 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | - | cum | - | - |
| 1.006 | OD544493/2025-2026: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 and lift up to 1.5 m.
All kinds of soil | - | sqm | - | - |
| 1.007 | 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 | - | cum | - | - |
| 1.008 | OD75958/2026-2027:(OD from DAR 2.8.1.) Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 1 | cum | - | - |
| 1.009 | OD544492/2025-2026: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 as required
including compaction, finishing and tamping etc .complete. Max. size of course aggregate not
exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix
(1:2:4) (excluding form work) | 1 | cum | - | - |
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