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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 | l1₹9.3 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | l2₹9.5 L+₹20,126.41 (2.17%)Rejected-Finance | l2 | Rejected-Finance l2 | |
| 3 | l3₹9.5 L+₹22,736.76 (2.45%)Rejected-Finance | l3 | Rejected-Finance l3 |
| Sl No | Description | Qty | Unit | NAJEEBUDHEEN C L1 | SUDHEER.K L3 | SHANAVAS P T L2 |
|---|---|---|---|---|---|---|
| 1.00Retarring work | ||||||
| 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. | 325.35 | sqm | 289.23 ₹94,100.98 Lowest | 300 ₹97,605 | 295.49 ₹96,137.67 |
| 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. | 1,650 | sqm | 13.44 ₹22,176 Lowest | 14 ₹23,100 | 13.73 ₹22,654.5 |
| 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) | 1,650 | sqm | 269.52 ₹4,44,708 Lowest | 275 ₹4,53,750 | 275.36 ₹4,54,344 |
| 1.00 | OD250760/2025-2026:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish , lead up to 50 m and lift up to1.5 m | 81.3 | 1 sqm | 33.03 ₹2,685.34 Lowest | 35 ₹2,845.5 | 33.75 ₹2,743.88 |
| 1.00 | OD271704/2025-2026:(OD from 4.11.2) Granular sub-base/base/surface course with local materials (Table 400.13) . Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, and compacting by ramming to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 6.1 | cum | 2,088.99 ₹12,738.66 Lowest | 2,134 ₹13,013.13 | 2,134.24 ₹13,014.6 |
| 1.01 | OD250761/2025-2026: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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 8.13 | cum | 8,267.06 ₹67,211.2 Lowest | 8,446 ₹68,665.98 | 8,446.12 ₹68,666.96 |
| 1.01 | OD268546/2025-2026:
(OD 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 | 56 | cum | 336.9 ₹18,866.4 Lowest | 355 ₹19,880 | 344.2 ₹19,275.2 |
| 1.01 | OD250762/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6(excluding form work) | 8 | cum | 7,781.46 ₹62,251.68 Lowest | 8,000 ₹64,000 | 7,950 ₹63,600 |
| 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) | 19.2 | cum | 7,908.78 ₹1,51,848.58 Lowest | 8,080 ₹1,55,136 | 8,080.08 ₹1,55,137.54 |
Tender Value
₹9.5 L
EMD Value
₹23,733
Closing Date
6 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
O/C AE LSGD SECTION CHALIYAR GP
Annual Plan-2025-26,Chaliyar GP ,Pr.No.143/26-Kalakkunn Schoolpadi Ring Road Retarring in ward 11
2025_LSGD_792506_4
E-04/25-26
Open Tender
Civil Works - Roads
Item Rate
AKAMPADAM
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,095
Yes
₹23,733
Yes
4 Oct 2025
29 Aug 2025
8 Sept 2025
29 Aug 2025
6 Sept 2025
29 Aug 2025
Amount
Retarring work
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.
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.
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)
OD250760/2025-2026:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish , lead up to 50 m and lift up to1.5 m
OD271704/2025-2026:(OD from 4.11.2) Granular sub-base/base/surface course with local materials (Table 400.13) . Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, and compacting by ramming to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD250761/2025-2026: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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD268546/2025-2026: (OD 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
OD250762/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6(excluding form work)
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)
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
OD250759/2025-2026:Providing and fixing Granite of any colour and shade for Name board of required size laid over base of cement mortar 1:4(cement:4coarse sand),including all charges etc.complete at all ,levels,including lettering&amp:fixing
SHANAVAS P T (BID ID -2325318)
SUDHEER.K (BID ID -2325033)
Bidder Name
NAJEEBUDHEEN C
SUDHEER.K
SHANAVAS P T
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