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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹14.1 LAccepted-AOC 12050318 NIRMALAPC 1205 SUB TREASURY KOLENCHERY | THRISSUR | KERALA | 680667 | 1st | Accepted-AOC lowest | |
| 2 | Rejected-Technical KURUMOLATHU MAZHUVANNOOR MAZHUVANNOOR GRAMA PANCHAYAT | KOTTAYAM | KERALA | 686001 | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical MARIYIL HOUSE NELLAD P O ERNAKULAM 686669 | ERNAKULAM | KERALA | 686669 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical NEETTUKATTIL HOUSE CHENGARA PATTIMATTOM P O PIN 683562 | PATTIMATTOM | ERNAKULAM | KERALA | 683562 | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Prakash M.M L1 | ELDHO ALIAS L2 | MOHANAN.N.V L4 | Ittoop Varghese L3 |
|---|---|---|---|---|---|---|---|
| 1.00Maintenance | |||||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 220.48 | sqm | 281 ₹61,955.72 Lowest | 300 ₹66,144.9 | 340 ₹74,964.22 | 297.7 ₹65,637.79 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 220.05 | sqm | 364 ₹80,098.2 Lowest | 400 ₹88,020 | 418 ₹91,980.9 | 384.86 ₹84,688.44 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 2,176 | sqm | 15 ₹32,640 | 15.5 ₹33,728 | 17 ₹36,992 | 14.53 ₹31,617.28 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65) | 2,176 | sqm | 264 ₹5,74,464 Lowest | 300 ₹6,52,800 | 306 ₹6,65,856 | 278.44 ₹6,05,885.44 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 384 | sqm | 13 ₹4,992 | 13.5 ₹5,184 | 9 ₹3,456 Lowest | 14.73 ₹5,656.32 |
| 1.01 | 6.1.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 | 38.4 | cum | 2,903 ₹1,11,475.2 | 2,900 ₹1,11,360 Lowest | 3,600 ₹1,38,240 | 3,070.85 ₹1,17,920.64 |
| 1.01 | OD90369/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 100 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 75mm average thickness, etc. all complete as per the direction of Engineerin-charge. | 384 | sqm | 1,200 ₹4,60,800 | 1,065 ₹4,08,960 Lowest | 1,300 ₹4,99,200 | 1,257.19 ₹4,82,760.96 |
| 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) | 8.87 | cum | 8,100 ₹71,806.5 | 7,500 ₹66,487.5 Lowest | 8,500 ₹75,352.5 | 8,451.79 ₹74,925.12 |
| 1.01 | OD90370/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years
warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc. (Derived from MoRD spec 10.3.A.2) | 0.9 | sqm | 11,000 ₹9,900 | 13,000 ₹11,700 | 10,000 ₹9,000 Lowest | 12,522.22 ₹11,270 |
Tender Value
₹16.1 L
EMD Value
₹40,227
Closing Date
29 Aug 2025, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
TheAssistant Engineer
The Assistant Engineer LID EW Section Mazhuvannoor Grama Panchayat
LRRP CMLRRP 2 0 2024 25 Kunnathunadu LAC SL.NO. 1216 VISWAPURAM AQUEDUCT ROAD MAZHUVANOOR GP ERNAKULAM DISTRICTWARDS01 General Civil Work
2025_LSGD_788589_6
4/AE/LID EW/MZVR/25-26
Open Tender
Civil Works - Roads
Item Rate
mazhuvannoor gp
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹40,227
Yes
14 Nov 2025
22 Aug 2025
1 Sept 2025
22 Aug 2025
29 Aug 2025
22 Aug 2025
Amount
Maintenance
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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 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 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 By Manual Means Type A (II) Bitumen (S-65)
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
6.1.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
OD90369/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 75mm average thickness, etc. all complete as per the direction of Engineerin-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)
OD90370/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2)
ELDHO ALIAS (BID ID -2313874)
Ittoop Varghese (BID ID -2314783)
MOHANAN.N.V (BID ID -2314955)
Bidder Name
MOHANAN.N.V
Prakash M.M
ELDHO ALIAS
Ittoop Varghese
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