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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.7 LAccepted-AOC | ₹5.7 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | GAFOOR L2 | UNNIMAMMUTTY K T L1 |
|---|---|---|---|---|---|
| 1.00ROAD TARRING | |||||
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 40.5 | cum | 3,229.77 ₹1,30,805.69 | 2,662.83 ₹1,07,844.62 Lowest |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 270 | sqm | 67.49 ₹18,222.3 | 55.64 ₹15,022.8 Lowest |
| 1.00 | 5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 270 | sqm | 14.02 ₹3,785.4 | 11.56 ₹3,121.2 Lowest |
| 1.00 | OD355266/2023-2024: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) | 270 | sqm | 233.79 ₹63,123.3 | 192.75 ₹52,042.5 Lowest |
| 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. | 18 | sqm | 9.56 ₹172.08 | 7.88 ₹141.84 Lowest |
| 1.01 | OD355256/2023-2024:Providing plain cement concrete for ROAD WORK (excluding formwork) CC 1:2:4 (1 cement : 2 fine aggregate : 4 coarse aggregate ) laid to required slope and camber in panels (@ 3m c/c) as required including compaction, finishing and tamping etc. complete. Maximum size of coarse aggregate not exceeding 25mm, mixed in concrete mixer etc. complete as per specifications (i) Nominal Mix 1:2:4 (i) Nominal Mix (1:2:4) | 30.43 | cum | 7,778.85 ₹2,36,725.96 | 6,413.39 ₹1,95,172.28 Lowest |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 37.4 | cum | 349.17 ₹13,058.96 | 287.88 ₹10,766.71 Lowest |
| 1.01 | OD355305/2023-2024: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 | 7.2 | cum | 7,298.03 ₹52,545.82 | 6,016.98 ₹43,322.26 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) | 19.2 | cum | 7,419 ₹1,42,444.8 | 6,116.71 ₹1,17,440.83 Lowest |
Tender Value
₹2,200
EMD Value
₹21,250
Closing Date
14 Aug 2024, 5:00 pmClosed
Block Development Officer Nilambur
SECRETARY, NILAMBUR BLOCK PANCHAYATH
THOTTUPOYIL VELLENAKAVU ROAD IN CHLIYAR GP (WORK CODE 5359)
2024_CRD_684273_1
C2388/2023
Open Tender
Civil Works - Roads
Item Wise
NILAMBUR BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,200
Yes
₹21,250
Yes
16 Aug 2026
7 Aug 2024
17 Aug 2024
7 Aug 2024
14 Aug 2024
7 Aug 2024
Amount
ROAD TARRING
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
OD355266/2023-2024: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)
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.
OD355256/2023-2024:Providing plain cement concrete for ROAD WORK (excluding formwork) CC 1:2:4 (1 cement : 2 fine aggregate : 4 coarse aggregate ) laid to required slope and camber in panels (@ 3m c/c) as required including compaction, finishing and tamping etc. complete. Maximum size of coarse aggregate not exceeding 25mm, mixed in concrete mixer etc. complete as per specifications (i) Nominal Mix 1:2:4 (i) Nominal Mix (1:2:4)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD355305/2023-2024: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
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)
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)
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 For height upto 5 m III. 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
OD355310/2023-2024:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement
GAFOOR
Bidder Name
GAFOOR
UNNIMAMMUTTY K T
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