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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.1 L+₹68,363.18 (9.21%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SAJEESH.P L2 | Musthafa K P L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETING & RE CONCRETING WORK | |||||
| 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. | 255 | sqm | 18.5 ₹4,717.5 | 17.53 ₹4,470.15 Lowest |
| 1.00 | OD147796/2025-2026:Granular sub-base/base/ surface course with local materials ( Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desured density complete as per Clause 401.4 as per Technical Specification Clause 408. ii Using Gravel mix soil | 25.5 | cum | 2,600 ₹66,300 | 2,564.13 ₹65,385.32 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) | 41.25 | cum | 11,000 ₹4,53,750 | 10,472.31 ₹4,31,982.79 Lowest |
| 1.00 | OD119270/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6 mmthick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size,fixing the post in ground with cc 1:2:4 etc complete | 1 | each | 4,500 ₹4,500 | 3,075 ₹3,075 Lowest |
| 2.00ROAD RE TARING WORK | |||||
| 2.00 | OD119655/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and deffective materials removed) after supplying a prime coat of bitumen using 36mm broken stone and compacting with power roller to get compact surface. | 3.07 | cum | 9,300 ₹28,513.8 | 9,095.34 ₹27,886.31 Lowest |
| 2.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 595 | sqm | 25 ₹14,875 | 20.69 ₹12,310.55 Lowest |
| 2.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - 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 A (II) Bitumen (S-65) | 595 | sqm | 400 ₹2,38,000 | 331.4 ₹1,97,183 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,947
Closing Date
20 Sept 2025, 10:00 amClosed
ASSISTANT ENGINEER
THIRUVEGAPPURA GP
-MAHILASAMAJAM MS ROAD RENOVATION --PRO.NO-26/2025-2
2025_LSGD_795170_1
AE/LSGD/TVPGP-04/2025-26(23)
Open Tender
Civil Works - Roads
Item Rate
180 days
THIRUVEGAPPURA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,495
Yes
₹16,947
Yes
18 Dec 2025
9 Sept 2025
20 Sept 2025
9 Sept 2025
20 Sept 2025
9 Sept 2025
Amount
ROAD CONCRETING & RE CONCRETING WORK
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.
OD147796/2025-2026:Granular sub-base/base/ surface course with local materials ( Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desured density complete as per Clause 401.4 as per Technical Specification Clause 408. 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)
OD119270/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6 mmthick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size,fixing the post in ground with cc 1:2:4 etc complete
ROAD RE TARING WORK
OD119655/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and deffective materials removed) after supplying a prime coat of bitumen using 36mm broken stone and compacting with power roller to get compact surface.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - 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 A (II) Bitumen (S-65)
SAJEESH.P (BID ID -2347624)
Bidder Name
SAJEESH.P
Musthafa K P
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