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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.6 L+₹10,375.30 (1.38%)Accepted-AOC | L2 | Accepted-AOC L2 |
| Sl No | Description | Qty | Unit | V V Manojan L1 | V V BALAN L2 |
|---|---|---|---|---|---|
| 1.00ROAD RE-TARRING | |||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 17.53 | sqm | 350 ₹6,135.5 Lowest | 360 ₹6,310.8 |
| 1.00 | 5.2.1a:Tack Coat<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. | 2,040 | sqm | 13 ₹26,520 Lowest | 14 ₹28,560 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 2,040 | sqm | 277 ₹5,65,080 Lowest | 281 ₹5,73,240 |
| 2.00SIDE DRAINGE | |||||
| 2.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 45 | cum | 60 ₹2,700 Lowest | 60 ₹2,700 Lowest |
| 2.00 | 11.4.1.1: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 | 3.75 | cum | 8,000 ₹30,000 Lowest | 8,000 ₹30,000 Lowest |
| 2.00 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 12 | cum | 8,000 ₹96,000 Lowest | 8,000 ₹96,000 Lowest |
| 2.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.5 | cum | 8,500 ₹12,750 Lowest | 8,500 ₹12,750 Lowest |
| 2.00 | 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 | 0.72 | cum | 8,500 ₹6,120 Lowest | 8,500 ₹6,120 Lowest |
Tender Value
₹7.6 L
EMD Value
₹19,062
Closing Date
24 Jul 2025, 6:00 pmClosed
ASSISTANT ENGINEER
LSGD, KINANOOR KARINYHALAM GP
Proj.No .25/2025-26. KUNJIPPARA PULLANHIYOTT ROAD IMPROVEMENT
2025_LSGD_774382_1
AE/LSGD/KKGP/2/TN/25-26/PRO. NO.25
Open Tender
Civil Works - Roads
Item Rate
KARINTHALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,685
Yes
₹19,062
Yes
29 Oct 2025
16 Jul 2025
28 Jul 2025
16 Jul 2025
24 Jul 2025
16 Jul 2025
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