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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.6 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED |
| Sl No | Description | Qty | Unit | CJ PAUL L1 |
|---|---|---|---|---|
| 1.00CULVERT, road and drain | ||||
| 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 | 16.8 | cum | 441.5 ₹7,417.2 Lowest |
| 1.00 | 2.5.1.B:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (B) Cement Concrete | 8.4 | cum | 1,233.92 ₹10,364.93 Lowest |
| 1.00 | OD25993/2024-2025:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc, disposal of unserviceable material to the dumping ground, for which payment shall be made seperately and stacking of serviceable material within 50m lead as per direction of Engineer-in-Charge | 221.1 | sqm | 140.93 ₹31,159.62 Lowest |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 9.67 | cum | 9,001.46 ₹87,026.12 Lowest |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 27.1 | cum | 8,796.86 ₹2,38,394.91 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 12.29 | cum | 9,887.04 ₹1,21,472.17 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.08 | tonne | 1,00,437.31 ₹1,08,773.61 Lowest |
| 1.01 | 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) | 1.4 | cum | 9,186.73 ₹12,861.42 Lowest |
| 1.01 | OD25844/2024-2025:Filling with contractors own earth for available source including cost and conveyance in open areas in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering ,lead up to 50m and lift upto 1.5m as per specification | 80.3 | cum | 943.73 ₹75,781.52 Lowest |
Tender Value
₹26.6 L
EMD Value
₹50,000
Closing Date
29 Aug 2025, 4:00 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam
refer tender document
2025_LSGD_779601_2
ET17/MLA-ADS/EE/LSGD/25-26
Open Tender
Civil Works - Others
Item Rate
365 days
kakkanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
27 Oct 2025
19 Aug 2025
1 Sept 2025
19 Aug 2025
29 Aug 2025
19 Aug 2025
Amount
CULVERT, road and drain
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
2.5.1.B:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (B) Cement Concrete
OD25993/2024-2025:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc, disposal of unserviceable material to the dumping ground, for which payment shall be made seperately and stacking of serviceable material within 50m lead as per direction of Engineer-in-Charge
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 I. P.C.C grade M 10 (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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 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
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)
OD25844/2024-2025:Filling with contractors own earth for available source including cost and conveyance in open areas in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering ,lead up to 50m and lift upto 1.5m as per specification
OD30024/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
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)
OD336592/2022-2023:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete Modified 60.2.3
11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth
OD265017/2022-2023:DR Packing under Foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.2
OD111408/2025-2026::Putting up ring bund of size not less than 1.00m wide at top, 3.00m wide at bottom using coconut wood 200 mm to 300 mm dia driving down for an average depth of 3.00 m and for an average height of 4.00 m (total height of 7.00m) with full grown coconut piles in two row at 50 cm c/c, half split coconut wood horizontal at 60 cm c/c, 1/4 th split coconut wood cross ties for connecting two row at 120cm c/c tied with coir yarn and wire rope, providing screening using new bamboo matt thatties with 1/6th bamboo reepers on both sides for filling with contractor's own earth conveyed from sources of availability with all leads and lifts and maintaining the bund throughout the period of construction and dismantling and removing the bund after completion of work etc, complete as per the direction of deptl. officers at site
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
2.5.1.C:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (C) Reinforced Cement Concrete
OD349282/2022-2023:Supplying and stacking well matured coconut post for driving down through various strata bellow bed level including cost and conveyance labour charges etc. complete
OD380935/2024-2025:Coconut pile driving down to line and levels through varoius strata including all hire charges and labour for fixing staging platform all other appliance necessary for pile driving down after pointing the bottom end
2.3.A.1:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A. Lead upto 100 m (i) Girth above 300 mm to 600 mm
OD351281/2024-2025:Supplying and fixing in place granite nameboard of slab area less than 0.9 sqm including engraving and painting letters etc complete as per direction of Engineer in charge at site
OD29530/2025-2026:Engaging mancoolies
Bidder Name
CJ PAUL
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