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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| Sl No | Description | Qty | Unit | Afsal T.K L2 | Noufal L1 |
|---|---|---|---|---|---|
| 1.00ROAD SIDE PROTECTION | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 81.9 | cum | 70 ₹5,733 Lowest | 70 ₹5,733 Lowest |
| 1.00 | OD310114/2024-2025:DRY RUBBLE MASONRY with hard stone, WITHOUT Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 69.3 | cum | 3,800 ₹2,63,340 | 3,600 ₹2,49,480 Lowest |
| 1.00 | 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 | 4.57 | cum | 10,500 ₹47,964 | 9,100 ₹41,568.8 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.3 | tonne | 95,000 ₹28,690 | 88,000 ₹26,576 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 12.6 | cum | 450 ₹5,670 Lowest | 450 ₹5,670 Lowest |
| 1.01 | OD310113/2024-2025:NAME OF WORK and place indentification SIGN BOARD up to 0.90 x0.60 m size MS board <br> Providing and erecting Work and placing name board made of 2 mm thick M.S. Sheet duly stove enameled , firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete . | 1 | 1 nos | 3,000 ₹3,000 | 2,500 ₹2,500 Lowest |
| 2.00RE -TARRING | |||||
| 2.00 | 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. | 79.76 | sqm | 380 ₹30,308.8 Lowest | 380 ₹30,308.8 Lowest |
| 2.00 | 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. | 270 | sqm | 17 ₹4,590 Lowest | 17 ₹4,590 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
19 Dec 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GEETHU MOL KURIAN
OFFICE OF THE ASSISTANT ENGINEER LID AND EW SECTION EDAVAKA GP
EGP/PNO-45/24- 25-Kunnamangalam karakuni road retarring and side protection in ward -14-RS 500000
2024_LSGD_714459_44
AE/LID AND EW / EGP/PHASE1/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
EDAVAKA GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,592
8 Jan 2026
12 Dec 2024
20 Dec 2024
12 Dec 2024
19 Dec 2024
12 Dec 2024
Amount
ROAD SIDE PROTECTION
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD310114/2024-2025:DRY RUBBLE MASONRY with hard stone, WITHOUT Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
RE -TARRING
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.B.2pb:Mix Seal Surfacing - Manual Means - Type B - 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 B (II) Bitumen (S-65)
Afsal T.K (BID ID -2027381)
Bidder Name
Noufal
Afsal T.K
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