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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-AOC SABDHI CHARIPARAMBU | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹16.6 L+₹1.9 L (12.8%)Rejected-Finance CHANNAPARA KADAKKAL KOLLAM | KOLLAM | KERALA | 689694 | L2 | Rejected-Finance L2 | |
| 3 | L3₹19.0 L+₹4.3 L (29.1%)Rejected-Finance 0402 SUB TREASURYKOTTARAKARA | L3 | Rejected-Finance L3 |
Tender Value
₹16.9 L
EMD Value
₹42,367
Closing Date
27 Jan 2023, 4:00 pmClosed
Rajan MG
ASSISTANT ENGINEER, LIDEW, KADAKKAL GP
SEED FARM-TOWN HALL ROAD RE-TARRING AND SIDE CONCRETING IN KADAKKAL GRAMA PANCHAYATH OF CHADAYAMANGALAM BLOCK
2023_LSGD_550246_3
06/AE/LIDEW/TNDR/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Kadakkal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,367
Yes
16 Jun 2023
18 Jan 2023
31 Jan 2023
18 Jan 2023
27 Jan 2023
18 Jan 2023
Amount
ROAD TARRING AND SIDE CONCRETING
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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.
75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
OD102665/2022-2023:Surface dressing of the ground including removing vegetation and in e qualities not exceeding 15 cm deep and disposal of rubbish lea up to 50 m and lift up to 1.5 m
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
75.8.1: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)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
SUNILDETH J GOVERNMENT CONTRACTOR
WORKS CONTRACT
Bidder Name
SUNILDETH J GOVERNMENT CONTRACTOR
WORKS CONTRACT
Mrs.SANTHI R
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