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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.3 LAccepted-AOC | ₹42.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹42.7 L+₹30,473.51 (0.72%)Rejected-Finance | ₹42.7 L+₹30,473.51 (0.72%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | D S PRADEESHKUMAR L4 | Surendran B L3 | ARUNRAJ R S L6 | Jayachandran C L5 | SANAL KUMAR S L1 | VIPIN K.S L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00MAINTENANCE ROAD | |||||||||
| 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 | 134.8 | cum | 695.94 ₹93,812.71 | 662.83 ₹89,349.48 | 764.77 ₹1,03,091 | 722.7 ₹97,419.96 | 637.05 ₹85,874.34 Lowest | 641.64 ₹86,493.07 |
| 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 | 14.2 | cum | 7,091.48 ₹1,00,699.02 | 6,754.05 ₹95,907.51 | 7,792.83 ₹1,10,658.19 | 7,364.22 ₹1,04,571.92 | 6,491.43 ₹92,178.31 Lowest | 6,538.18 ₹92,842.16 |
| 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) | 71.2 | cum | 6,931.74 ₹4,93,539.89 | 6,602 ₹4,70,062.4 | 7,617.3 ₹5,42,351.76 | 7,198.35 ₹5,12,522.52 | 6,345.21 ₹4,51,778.95 Lowest | 6,390.9 ₹4,55,032.08 |
| 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) | 7.1 | cum | 7,259.66 ₹51,543.59 | 6,914.23 ₹49,091.03 | 7,977.65 ₹56,641.32 | 7,538.88 ₹53,526.05 | 6,645.38 ₹47,182.2 Lowest | 6,693.25 ₹47,522.08 |
| 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 | 33 | cum | 7,815.88 ₹2,57,924.04 | 7,444 ₹2,45,652 | 8,588.88 ₹2,83,433.04 | 8,116.49 ₹2,67,844.17 | 7,154.54 ₹2,36,099.82 Lowest | 7,206 ₹2,37,798 |
| 1.01 | OD166730/2024-2025:CHEQUERRED PRE CAST CEMENT CONCRETE TILES 22MM THICK IN FOOTPATH AND RAMB COURTYARED JOINTED WITH NEET CEMENT SLURRY MIXED WITH PIGMENT TO MACH THE SHADE OF TILES INCLUDED SCRUBBING AND CLEANING ETC COMPLETE ON 20MM THICK BED OF CEMENT MORTAR 1:4 (1 CEMENT 4 COURSE SAND) | 1,295 | sqm | 1,100.65 ₹14,25,341.75 | 1,048.11 ₹13,57,302.45 | 1,209.31 ₹15,66,056.45 | 1,142.8 ₹14,79,926 | 1,007.36 ₹13,04,531.2 Lowest | 1,014.61 ₹13,13,919.95 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.72 | tonne | 80,062.91 ₹2,17,771.12 | 76,253.32 ₹2,07,409.03 | 87,981.22 ₹2,39,308.92 | 83,142.25 ₹2,26,146.92 | 73,288.36 ₹1,99,344.34 Lowest | 73,816.24 ₹2,00,780.17 |
| 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) | 149.1 | cum | 7,558.67 ₹11,26,997.7 | 7,199 ₹10,73,370.9 | 8,306.23 ₹12,38,458.89 | 7,849.39 ₹11,70,344.05 | 6,919.09 ₹10,31,636.32 Lowest | 6,968.93 ₹10,39,067.46 |
| 1.01 | 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. | 171.6 | sqm | 333.01 ₹57,144.52 | 318.46 ₹54,647.74 | 367.44 ₹63,052.7 | 347.23 ₹59,584.67 | 306.08 ₹52,523.33 Lowest | 308.28 ₹52,900.85 |
Tender Value
₹50.8 L
EMD Value
₹2,760
Closing Date
1 Nov 2024, 5:00 pmClosed
Superintending Engineer
Superintending Engineer Thiruvananthapuram Corporation 695033
TMC-OF-E14/2303071/24- PATTOM NEW WORK-PATTOM WARD VARIOUS PLACE IN MAINTANCE ROAD WORK. EUROCONE TILES .CONCRETE .RE TARRING .DRAIN WORK (NEW TENDER)
2024_LSGD_699614_9
DB/62983/2024-25(66)
Open Tender
Civil Works - Roads
Item Rate
150 days
PATTOM WARD
Please refer Tender documents.
9 documents required · 9 mandatory
₹50,000
Yes
₹2,760
Yes
11 Dec 2025
25 Oct 2024
4 Nov 2024
25 Oct 2024
1 Nov 2024
25 Oct 2024
Amount
MAINTENANCE ROAD
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
OD166730/2024-2025:CHEQUERRED PRE CAST CEMENT CONCRETE TILES 22MM THICK IN FOOTPATH AND RAMB COURTYARED JOINTED WITH NEET CEMENT SLURRY MIXED WITH PIGMENT TO MACH THE SHADE OF TILES INCLUDED SCRUBBING AND CLEANING ETC COMPLETE ON 20MM THICK BED OF CEMENT MORTAR 1:4 (1 CEMENT 4 COURSE SAND)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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)
75.5.5.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.
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
VIPIN K.S
Surendran B
D S PRADEESHKUMAR
Jayachandran C
ARUNRAJ R S
Bidder Name
Surendran B
Jayachandran C
SANAL KUMAR S
ARUNRAJ R S
D S PRADEESHKUMAR
VIPIN K.S
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