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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC SREENILAYAM MANNADI P O | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC Technically and financially qualified bidder |
Tender Value
₹5.0 L
EMD Value
₹12,593
Closing Date
24 Jun 2024, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER KIP LB SUB DIVISION 17 KOTTARAKKARA
GENERALKIP LB RAW Works KIP LB Urgent Rectification of Railway Affecting Works RAW near Ch 9448m of Pulamon Distributary General Civil Work
2024_Irrig_670762_2
IRR/PII/TR/3695/2022
Open Tender
Civil Works - Canal
Item Rate
180 days
KOTTARAKKARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,115
Yes
₹12,593
Yes
9 Aug 2024
15 Jun 2024
26 Jun 2024
15 Jun 2024
24 Jun 2024
15 Jun 2024
Amount
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD44524/2023-2024:Desilting inside aqueduct/ flume excavation not exceeding 30cm in depth including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: All Kinds of soil
15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
OD44364/2023-2024:Providing 2 mm steel weld mesh of 50x50mm or nearest size tied to the face of concrete using hairpin bolt @30cm intervals both ways including cost and conveyance of all materials, all labour charges, all leads and lifts etc. complete as per the direction of departmental officers
OD26732/2023-2024:Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength 20MPa [with ordinary portland cement, coarse sand and graded stone aggregate of 12.5mm maximum size excluding the cost of centering and shuttering - Grade M20 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size)
4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
OD26733/2023-2024:Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:3 (1 cement: 3 fine sand with polymer minimum 5% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument. 9mm average thickness.
14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .
OD26668/2023-2024:Desilting wells- by mechanical means (Hydraulic excavator)/manual means over areas including disposal of excavated earth, lead up to 50 m disposed earth/silt to be levelled and neatly dressed. All kinds of soil
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
OD44372/2023-2024:Providing rabbit wire mesh tied to the face of concrete by means of hairpin bolts
26.31.1:Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.SBR Polymer (@10% of cement weight) modified cementitious bond coat @2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
OD26669/2023-2024:Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:3 (1 cement: 3 fine sand with polymer minimum 5% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument. 12mm average thickness.
OD26721/2023-2024:Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:3 (1 cement: 3 fine sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument. 9mm average thickness.
26.35.2:Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.)Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work.
26.39:Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge.
Bidder Name
R.Rajendran Pillai
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1051463.pdf
boq_comp_chart.xlsx
xlsx
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