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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₹28.5 LAccepted-AOC THRIKKARAUVE GRAMA PANCHAYATH | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | BERNISKONI M L1 | SANDEEP S PANICKER L3 | SUDHEER S L2 |
|---|---|---|---|---|---|---|
| 1.00Thevally iron bridge to olayil kadavu Road Tarring and concrete | ||||||
| 1.00 | OD72088/2025-2026: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 recompacting the aggregate received from scarifying the static roller | 165 | sqm | 7.64 ₹1,260.6 | 7.8 ₹1,287 | 7.57 ₹1,249.05 Lowest |
| 1.00 | 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. | 16.5 | cum | 2,421 ₹39,946.5 | 2,484.07 ₹40,987.16 | 2,409.55 ₹39,757.58 Lowest |
| 1.00 | 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) | 108.3 | cum | 9,323.9 ₹10,09,778.37 | 9,563.75 ₹10,35,754.13 | 9,276.84 ₹10,04,681.77 Lowest |
| 1.00 | OD108932/2025-2026: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 | 7.78 | cum | 8,370 ₹65,118.6 | 8,585.36 ₹66,794.1 | 8,327.8 ₹64,790.28 Lowest |
| 1.00 | 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. | 108.5 | sqm | 314.9 ₹34,166.65 | 323.59 ₹35,109.52 | 313.88 ₹34,055.98 Lowest |
| 1.01 | 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. | 675 | sqm | 15.3 ₹10,327.5 Lowest | 15.79 ₹10,658.25 | 15.32 ₹10,341 |
| 1.01 | 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) | 675 | sqm | 94.9 ₹64,057.5 | 97.48 ₹65,799 | 94.56 ₹63,828 Lowest |
| 1.01 | 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) | 675 | sqm | 225.7 ₹1,52,347.5 | 231.5 ₹1,56,262.5 | 224.56 ₹1,51,578 Lowest |
| 2.00Excel nagar OLA/AM/25/6 | ||||||
Tender Value
₹29.6 L
EMD Value
₹50,000
Closing Date
18 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE, Kollam municipal corporation
SE, Kollam municipal corporation
438-2025-26 DIV 12 THEVALLY IRON BRIDGE THAZHE OLAYIL KADAVU CORNER 2 LANE , TRA KALLUKADAKKAL JAYAN NAGAR NANI MEMMORIAL HEALTH OFFICE - EXCEL NAGAR BISCUIT COMPANY MARKET PUTHUVAL PURAYIDAM , ICD COACHING CENTRE DISTRICT PANCHAYATH DRAIN COVERING
2025_LSGD_774699_10
16546/25
Open Tender
Civil Works - Buildings
Item Rate
180 days
Kollam Municipla Corporation
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹50,000
Yes
25 Aug 2025
7 Jul 2025
21 Jul 2025
7 Jul 2025
18 Jul 2025
7 Jul 2025
7 Jul 2025 - 18 Jul 2025
Amount
Thevally iron bridge to olayil kadavu Road Tarring and concrete
OD72088/2025-2026: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 recompacting the aggregate received from scarifying the static roller
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)
OD108932/2025-2026: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
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.
75.5.2.1pb: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.
75.5.12.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)
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)
Excel nagar OLA/AM/25/6
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)
Interlocking
OD73587/2025-2026: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 recompacting the aggregate received from scarifying the static roller
OD69853/2025-2026:Filling up laying waterlogged areas with local materials / quarry muck spreading in layers ,levelling the top at site and consolidation by rammingetc complete
OD74838/2025-2026:Interlocking concrete block pavements Providing and laying of interlocking block pavement having thickness 80 mmas per drawing and technical Specification clause 1504
OD69852/2025-2026:Providing plain cement concrete for berm work CC 1:2:4 (1 cement: 2 fine aggregate: 4 coarse aggregate )laid to required slope and camber in panels (@ 3 m c/c ) as required including compaction ,finishing and tamping etc complete.Max. size of coarse aggregate not exceeding 25 mm ,mixed in concrete mixer etc complete as per speciification ( i) Nominal mix (1:2:4)
drain slab laying
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
OD69854/2025-2026:lifting ,conveying and fixing the precast covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete .
Palace Nagar 13 to b432
11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth
OD69849/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 (i) Nominal mix 1:3:6 for patch work for reconcrete ( modified MORD 11.4.1.1 without 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD69850/2025-2026:Item shifted to sub head 14 as item 14.73 Item shifted to head 14 as item 14.74 Steel work welded in built up sections framed work including cutting ,hoisting,fixing in position and applying a priming coat of approved steel primer using structural steel etc as requiredIn grating ,frames,guard bar,ladder,railings,brackets,gates and similarworks . Details of cost for 1 m*1 m framed guard bargrating of 0.218 quintelMS flat 50*6 mm 204 kgper metre 5.75*2.4 =13.8 kg Add wastage @5 % = 0.69 kgtotal =14.49 kg say 14.5 kg .
SUDHEER S (BID ID -2253316)
SANDEEP S PANICKER (BID ID -2254890)
Bidder Name
SUDHEER S
BERNISKONI M
SANDEEP S PANICKER
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finance_1266659.pdf
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