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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.6 LAccepted-AOC | ₹33.6 L | L1 | Accepted-AOC AOC |
| 2 | L2₹33.9 L+₹33,883.89 (1.01%)Rejected-Finance | ₹33.9 L+₹33,883.89 (1.01%) | L2 | Rejected-Finance Lowest bid accepted as per decision of Committee |
| Sl No | Description | Qty | Unit | CHIRAKADAVU CONSTRUCTION L1 | CHIRAKADAVU SREEMURUKA CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 1.00 | OD435425/2024-2025:Surface dressing of the ground in all kinds of soil including removing vegetation and in- equalities not exceeding 15cm | 858 | sqm | 30.1 ₹25,825.8 Lowest | 30.4 ₹26,083.2 |
| 1.00 | OD470455/2024-2025:Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregates obtained from scarifying with power roller. | 690 | sqm | 7 ₹4,830 Lowest | 7.07 ₹4,878.3 |
| 1.00 | 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. | 2,949 | sqm | 14.36 ₹42,347.64 Lowest | 14.5 ₹42,760.5 |
| 1.00 | 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. | 148.7 | sqm | 369.45 ₹54,937.22 Lowest | 373.18 ₹55,491.87 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | 2,949 | sqm | 257.25 ₹7,58,630.25 Lowest | 259.85 ₹7,66,297.65 |
| 1.01 | 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) | 132.75 | cum | 8,377.82 ₹11,12,155.61 Lowest | 8,462.44 ₹11,23,388.91 |
| 1.01 | 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) | 128.7 | cum | 8,368.26 ₹10,76,995.06 Lowest | 8,452.79 ₹10,87,874.07 |
| 1.01 | OD470461/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2) | 0.9 | sqm | 12,061.87 ₹10,855.68 Lowest | 12,183.71 ₹10,965.34 |
| 2.00Road Protection Works | |||||
Tender Value
₹33.9 L
EMD Value
₹50,000
Closing Date
28 Mar 2025, 1:00 pmClosed
Assistant Engineer
LID EW SECTION NEDUVATHOOR GRAMA PANCHAYAT
LRRP_2024-25_KOTTARAKKARA LAC_Sl.No. 3004/2025_MADHAVASSERY KALLELI ROAD_NEDUVATHOOR GP_KOLLAM DISTRICTNeduvathoor GP
2025_LSGD_753323_2
4/AE/LIDEW/NDVR/2024-25
Open Tender
Civil Works - Roads
Item Rate
120 days
Neduvathoor GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
11 Sept 2026
21 Mar 2025
29 Mar 2025
21 Mar 2025
28 Mar 2025
21 Mar 2025
Amount
Road Maintenance
OD435425/2024-2025:Surface dressing of the ground in all kinds of soil including removing vegetation and in- equalities not exceeding 15cm
OD470455/2024-2025:Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregates obtained from scarifying with power roller.
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.
75.5.5.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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65)
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)
OD470461/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2)
Road Protection Works
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> 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
OD477047/2024-2025:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
10.6:Painting on Steel Surfaces <br> Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
Road Safety
8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)
CHIRAKADAVU SREEMURUKA CONSTRUCTION (BID ID -2180857)
Bidder Name
CHIRAKADAVU CONSTRUCTION
CHIRAKADAVU SREEMURUKA CONSTRUCTION
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