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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.6 LAccepted-AOC | ₹20.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹21.7 L+₹1.0 L (4.96%)Rejected-AOC | ₹21.7 L+₹1.0 L (4.96%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical KARISHOTT HOUSE CHERUVAYKK P O SANTHIDANG K P KRIKOPPARAVISH CHEVIKKULLI KURAKKI P O SUKKOOR BADARATHI WAYANAD 673592 | WAYANAD | WAYANAD | KERALA | 673592 | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | VIJAYAN J L4 | Gopalakrishnan L1 | SANTHOSH KUMAR L5 | MOHANAN K L3 | ANUP A S L5 | K JAYAKUMAR L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Haritha nagar Drain | |||||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 287.5 | cum | 933.88 ₹2,68,490.5 | 781.76 ₹2,24,756 Lowest | 962.76 ₹2,76,793.5 | 914.62 ₹2,62,953.25 | 962.76 ₹2,76,793.5 | 820.56 ₹2,35,911 |
| 1.00 | 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 | 39.5 | cum | 8,925.45 ₹3,52,555.28 | 7,471.61 ₹2,95,128.6 Lowest | 9,201.49 ₹3,63,458.86 | 8,741.42 ₹3,45,286.09 | 9,201.49 ₹3,63,458.86 | 7,842.43 ₹3,09,775.99 |
| 1.00 | 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) | 96.8 | cum | 8,722.58 ₹8,44,345.74 | 7,301.79 ₹7,06,813.27 Lowest | 8,992.35 ₹8,70,459.48 | 8,542.73 ₹8,26,936.26 | 8,992.35 ₹8,70,459.48 | 7,664.18 ₹7,41,892.62 |
| 1.00 | 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) | 11.55 | cum | 9,109.15 ₹1,05,210.68 | 7,625.39 ₹88,073.25 Lowest | 9,390.88 ₹1,08,464.66 | 8,921.34 ₹1,03,041.48 | 9,390.88 ₹1,08,464.66 | 8,003.85 ₹92,444.47 |
| 1.00 | 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 | 9.97 | cum | 9,803.55 ₹97,790.41 | 8,206.68 ₹81,861.63 Lowest | 10,106.75 ₹1,00,814.83 | 9,601.41 ₹95,774.06 | 10,106.75 ₹1,00,814.83 | 8,613.98 ₹85,924.45 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.17 | tonne | 99,589.17 ₹1,16,519.33 | 83,367.43 ₹97,539.89 Lowest | 1,02,669.25 ₹1,20,123.02 | 97,535.79 ₹1,14,116.87 | 1,02,669.25 ₹1,20,123.02 | 87,505 ₹1,02,380.85 |
| 2.00retarring, re concrete | |||||||||
| 2.00 | 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. | 102.65 | sqm | 411.94 ₹42,285.64 | 344.84 ₹35,397.83 Lowest | 424.68 ₹43,593.4 | 424.68 ₹43,593.4 | 424.68 ₹43,593.4 | 361.95 ₹37,154.17 |
| 2.00 | 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. | 1,068 | sqm | 15.36 ₹16,404.48 | 12.85 ₹13,723.8 Lowest | 15.83 ₹16,906.44 | 15.83 ₹16,906.44 | 15.83 ₹16,906.44 | 13.49 ₹14,407.32 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
29 Jul 2025, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram Corporation
286-/25-26 RETARING AND RECONCRETING AT VARIOUS PLACES OF TAGORE ROAD,SOCIETY ROAD,NJALIKONAM,HARITHA NAGAR.INTERLOCKS 0F BYLANE AND DRAIN CONSTRUCTION IN THRIKKANNAPURAM WARD
2025_LSGD_777021_4
08/E16/AEE2/1703879/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
2 Sept 2025
18 Jul 2025
31 Jul 2025
18 Jul 2025
29 Jul 2025
18 Jul 2025
Amount
Haritha nagar Drain
11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
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
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)
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)
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
retarring, re concrete
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.
75.5.2.1pb: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.
75.5.9.1.2pb: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)
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)
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
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)
K JAYAKUMAR (BID ID -2265603)
MOHANAN K (BID ID -2266366)
VIJAYAN J (BID ID -2263449)
SANTHOSH KUMAR (BID ID -2265709)
ANUP A S (BID ID -2266907)
Bidder Name
VIJAYAN J
K JAYAKUMAR
MOHANAN K
SANTHOSH KUMAR
Gopalakrishnan
ANUP A S
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