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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.3 LAccepted-AOC | L1 | Accepted-AOC lowest rate | |
| 2 | L2₹89.0 L+₹7.7 L (9.46%)Rejected-Finance | L2 | Rejected-Finance second lowest rate | |
| 3 | L3₹90.0 L+₹8.7 L (10.7%)Rejected-Finance | L3 | Rejected-Finance Third lowest rate | |
| 4 | Rejected-Technical PANAKALAHATTU VEEDU ECHAPPUKUZHI KUDAPPANAKKUNNU P O | KERALA | - | Rejected-Technical Higher rate | |
| 5 | Rejected-Technical | - | Rejected-Technical higher rate |
Tender Value
₹82.4 L
EMD Value
₹50,000
Closing Date
23 Jun 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer Harbour Engineering Department, (HED)O/o Office of the Executive Engineer
To work consist of 1. Road Works 2. Sluice 3. Drain 4. Pile and Slab
2025_HED_768664_1
HED/CEHED/TR/125/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Aroor Grama Panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
15 Jul 2025
10 Jun 2025
25 Jun 2025
10 Jun 2025
23 Jun 2025
10 Jun 2025
Amount
MORD items
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
4.7.2.B:Water Bound Macadam Sub-base/base 2) WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (B) By Mechanical Means
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
11.4.4: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
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
10.4.A.1:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 1 Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
OD10399/2024-2025:Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete. (OD based on 60.8 OD irrigation.)
DAR ITEMS
OD10403/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
60.7.2: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 site.
OD10404/2024-2025:As per spec: 60.64.1 Coconut Pile - Supplying and stacking well matured straight coconut post for driving down through various strata below bed level including cost conveyance labour charges etc complete
OD10405/2024-2025:Based on spec code 60.64.4 Coconut Pile - Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end
OD10407/2024-2025:Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m based on 60.64.6
60.3:Supplying and fixing structural steel channel ISMC 75X40mm for holding shutter planks including cutting ,hoisting fixing in position with material and labour charges etc complete
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
OD10402/2024-2025:Driving and installing Pre-cast reinforced cement concrete piles of size 500 mm X 500 mm with a central through performed hole with MS black pipe of dia under sufficient positive pressure to ensure complete filing including driving and removing the steel casting pipe and lifting casting etc.Complete but excluding the cost of steel reinforcement (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap)
OD10401/2024-2025:Lifting and placing pre cast slab between RCC piles already erected in lines and levels as per the directions of departmental officers at site
OD1379/2025-2026:Supplying and laying geotextile 120gram per sq. meter (best quality) with necessary overlap ,stitching charges, all cost ,conveyance charges, labour charges etc... complete as per the departmental officers at site.
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
OD10400/2024-2025:construction of embankment with material obtained from borrow pits. Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site , spreading , grading to required slope and compacting to meet requirementof tables 300.1 and 300.2
OD10870/2024-2025:Putting up Ring bund of 3 m width for an average height of 4 m from bed level with coconut piles in double row @ 50 cm C/C ,driving down to bed 2 m depth and tied together with 1/3 split aracanut reapers @ 50 cm C/C horizontally and 1/3 split aracanut cross ties connecting two rows with GI wire and coir yarn to all verticals and screening new good quality high strength u/v treated plastic sheets two layers on either side of bund full depth and filling inside with stiff clay ,soil etc.( Based on Nambiapuram Box Culvert TS)
CJ PAUL (BID ID -2230323)
ANTONY JUDE (BID ID -2230412)
GREENHAVEN CONSTRUCTIONS and PROJECTPVT LTD (BID ID -2225532)
RAJALEKSHMY B. (BID ID -2225622)
Bidder Name
CJ PAUL
varadan
RAJALEKSHMY B.
ANTONY JUDE
GREENHAVEN CONSTRUCTIONS and PROJECTPVT LTD
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1253613.pdf
boq_comp_chart.xlsx
xlsx
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