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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC | ₹10.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹11.1 L+₹40,464.68 (3.80%)Rejected-AOC | ₹11.1 L+₹40,464.68 (3.80%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | PRINCE M P L2 | DK INFRASOLUTIONS L1 |
|---|---|---|---|---|---|
| 1.00MAINTENANCE | |||||
| 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. | 180 | sqm | 15.6 ₹2,808 Lowest | 16.01 ₹2,881.8 |
| 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. | 210.88 | sqm | 315.5 ₹66,532.64 | 300 ₹63,264 Lowest |
| 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. | 1,770 | sqm | 15.39 ₹27,240.3 Lowest | 15.79 ₹27,948.3 |
| 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) | 1,770 | sqm | 295.08 ₹5,22,291.6 | 288.5 ₹5,10,645 Lowest |
| 1.00 | OD28128/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | 180 | 1 sqm | 1,131.32 ₹2,03,637.6 | 1,056 ₹1,90,080 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) | 9.6 | cum | 8,957.06 ₹85,978.82 | 8,452 ₹81,130.75 Lowest |
| 1.01 | OD157944/2025-2026:Steel work for Purlin/single section with GI pipes including cutting, hosting, fixing in position and applying a priming coat of approved steel primer including welding and bolted with special shaped washers etc complete | 166 | kg | 178.26 ₹29,591.16 Lowest | 182 ₹30,212 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 19.5 | cum | 8,532.95 ₹1,66,392.53 | 8,094 ₹1,57,833 Lowest |
| 1.01 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 8 | cum | 53.02 ₹424.16 Lowest | 54.66 ₹437.28 |
Tender Value
₹11.4 L
EMD Value
₹28,388
Closing Date
8 Sept 2025, 9:00 amClosed
AE LID AND EW SECTION MARADY GP
AE LID AND EW SECTION MARADY GP
204/2025- 2026 Puliyanikkattuthazham Manthottam Road, Mount Horeb Church Road Maintenance Ward 12-Marady GP
2025_LSGD_789653_1
ET3/204/AE/LSGD/MARADY/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
MARADY GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹28,388
15 Oct 2025
26 Aug 2025
10 Sept 2025
26 Aug 2025
8 Sept 2025
26 Aug 2025
Amount
MAINTENANCE
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.
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.
75.5.2.1pb: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)
OD28128/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm 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)
OD157944/2025-2026:Steel work for Purlin/single section with GI pipes including cutting, hosting, fixing in position and applying a priming coat of approved steel primer including welding and bolted with special shaped washers etc complete
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
OD223267/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge
PRINCE M P (BID ID -2326414)
Bidder Name
PRINCE M P
DK INFRASOLUTIONS
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