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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹10.3 LAccepted-AOC | l1 | Accepted-AOC L1 | |
| 2 | l2₹10.7 L+₹43,479.56 (4.22%)Rejected-Finance KERALA KL | l2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | B RAJENDRAN PILLAI L2 | SAJEESH KUMAR V L1 |
|---|---|---|---|---|---|
| 1.00ROAD RETARRING | |||||
| 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. | 146.53 | sqm | 480 ₹70,336.8 | 463 ₹67,845.71 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. | 1,290 | sqm | 20 ₹25,800 | 17 ₹21,930 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) | 1,290 | sqm | 360 ₹4,64,400 | 334 ₹4,30,860 Lowest |
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 30 | sqm | 60 ₹1,800 | 56 ₹1,680 Lowest |
| 1.00 | OD116498/2025-2026:filling up low laying and water logged area with materials /quarry muck spread in layers and levelling the ground | 6 | cum | 1,060 ₹6,360 | 1,033 ₹6,198 Lowest |
| 1.01 | OD116534/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 metre lift up to 1.5 m | 245 | sqm | 45 ₹11,025 | 40.9 ₹10,020.5 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) | 35.4 | cum | 10,300 ₹3,64,620 | 10,235.9 ₹3,62,350.86 Lowest |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 3.67 | cum | 9,802 ₹36,022.35 | 9,801 ₹36,018.68 Lowest |
| 1.01 | 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 | 5.25 | cum | 11,020 ₹57,855 | 11,016.35 ₹57,835.84 Lowest |
Tender Value
Refer Docs
EMD Value
₹23,626
Closing Date
26 Sept 2025, 11:00 amClosed
AE
o/o The AE, Attingal Municipality
Annual Plan-Proj. No 150/25-26-AMC (Proj. No- 150/25- 26) Maintainence of Kunnuvaram-Thottavaaram road in Ward 24 and 28-General Civil Work
2025_LSGD_799273_10
05/2025-26/AE/LIDEW/ATL
Open Tender
Civil Works - Roads
Item Rate
Attingal Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,085
₹23,626
31 Oct 2025
19 Sept 2025
27 Sept 2025
19 Sept 2025
26 Sept 2025
19 Sept 2025
Amount
ROAD RETARRING
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)
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
OD116498/2025-2026:filling up low laying and water logged area with materials /quarry muck spread in layers and levelling the ground
OD116534/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 metre lift up to 1.5 m
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)
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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
B RAJENDRAN PILLAI (BID ID -2357069)
Bidder Name
B RAJENDRAN PILLAI
SAJEESH KUMAR V
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