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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹4.6 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | l2₹4.8 L+₹15,240.05 (3.31%)Rejected-AOC | l2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | P.SACHIDANANTHAN L2 | sasikumar L1 |
|---|---|---|---|---|---|
| 1.00RETARRING | |||||
| 1.00 | OD17892/2025-2026:Filling up pot holes ( cut and formed to regular shapes and all loose and defective mateials
removed) after supplying a prime coat of hot bitumen using 36mm broken stone and
compacting with power roller to get a compact surface. | 6.77 | cum | 8,400 ₹56,893.2 | 8,306.25 ₹56,258.23 Lowest |
| 1.00 | 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. | 510 | sqm | 20 ₹10,200 | 18.9 ₹9,639 Lowest |
| 1.00 | 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) | 510 | sqm | 310 ₹1,58,100 | 302.65 ₹1,54,351.5 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 31.5 | cum | 450 ₹14,175 | 441.5 ₹13,907.25 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 12.6 | cum | 4,000 ₹50,400 | 3,337.88 ₹42,057.29 Lowest |
| 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) | 18.9 | cum | 9,600 ₹1,81,440 | 9,563.75 ₹1,80,754.88 Lowest |
| 1.01 | OD118693/2025-2026:Supplyingand providing readymade Name board with all conveyance,labour and hire charges
etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm
thick iron sheet of size 90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitable colour and size, fixing the post inground with CC etc complete | 1 | no | 4,000 ₹4,000 | 3,000 ₹3,000 Lowest |
Tender Value
₹4.6 L
EMD Value
₹11,501
Closing Date
1 Aug 2025, 6:00 pmClosed
Smitha Rajan
Office of the Assistant Engineer LID EW Section,Perumat
2025-2026 PRO NO 77 ANJUVELLAKKAD ANGANWADI ROAD MAINTENANCE IN PERUMATTY GP
2025_LSGD_778253_21
1/ae/lsgd/prty/2025
Open Tender
Civil Works - Roads
Item Rate
Office of the Assistant Engineer LID EW Section, P
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,015
Yes
₹11,501
Yes
13 Nov 2025
25 Jul 2025
4 Aug 2025
25 Jul 2025
1 Aug 2025
25 Jul 2025
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