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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Mc.Rajan L3 | SHAJIKUMAR K.K. L2 | Aji Saji L1 |
|---|---|---|---|---|---|---|
| 1.00Sofiya Vattakkunnelthazham road renovation | ||||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 55.8 | sqm | 339.76 ₹18,958.61 | 312 ₹17,409.6 | 310 ₹17,298 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 825 | sqm | 16.57 ₹13,670.25 | 15 ₹12,375 Lowest | 15 ₹12,375 Lowest |
| 1.00 | 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) | 825 | sqm | 317.78 ₹2,62,168.5 | 291.75 ₹2,40,693.75 Lowest | 292 ₹2,40,900 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 120 | sqm | 16.81 ₹2,017.2 | 15.4 ₹1,848 Lowest | 16 ₹1,920 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 12 | cum | 2,608.27 ₹31,299.24 | 2,332 ₹27,984 | 2,240 ₹26,880 Lowest |
| 1.01 | OD78120/2025-2026:Providing and laying of interlocking concrete block pavements having thickness 80 mm M40 grade made by block making machine of approved size ,shape and design laying in required design and pattern over 50mm thick compacted bed of approved cushion material ,compacting and proper embedding of interlocking paver blocks into the bedding layer through plate vibrator side locked with CC 1:2:4 using 20 mm b/s and qty of concrete to be paid separate etc complete as per direction of Engineer in charge | 120 | sqm | 1,294.57 ₹1,55,348.4 | 1,158 ₹1,38,960 | 1,095 ₹1,31,400 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 4.8 | cum | 9,646.06 ₹46,301.09 | 8,626 ₹41,404.8 Lowest | 8,900 ₹42,720 |
| 1.01 | OD77171/2025-2026:Supplying and fixing in place granite nameboard of slab area less than 0.9sqm including engraving and painting letters etc complete as per direction of Engineer incharge at site | 0.42 | sqm | 8,324.61 ₹3,496.34 | 7,500 ₹3,150 Lowest | 7,910 ₹3,322.2 |
Tender Value
₹5.1 L
EMD Value
₹12,697
Closing Date
16 Aug 2025, 4:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD SUB DIVISION PAMPAKUDA BLOCK PANCHAYATH
Annual Plan-S0072/26 PKDA BP-Sofiya Vattakkunnelthazham road renovation-General Civil Work-RETENDER
2025_LSGD_771181_7
05/AE/LSGD/PKDA/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Pampakuda
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,697
Yes
16 Sept 2025
7 Aug 2025
18 Aug 2025
7 Aug 2025
16 Aug 2025
7 Aug 2025
Amount
Sofiya Vattakkunnelthazham road renovation
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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)
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD78120/2025-2026:Providing and laying of interlocking concrete block pavements having thickness 80 mm M40 grade made by block making machine of approved size ,shape and design laying in required design and pattern over 50mm thick compacted bed of approved cushion material ,compacting and proper embedding of interlocking paver blocks into the bedding layer through plate vibrator side locked with CC 1:2:4 using 20 mm b/s and qty of concrete to be paid separate etc complete as per direction of Engineer in charge
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD77171/2025-2026:Supplying and fixing in place granite nameboard of slab area less than 0.9sqm including engraving and painting letters etc complete as per direction of Engineer incharge at site
SHAJIKUMAR K.K. (BID ID -2291382)
Mc.Rajan (BID ID -2289774)
Bidder Name
SHAJIKUMAR K.K.
Mc.Rajan
Aji Saji
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