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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.1(2) dtd.08/05/2025 of Nooranad GP | |
| 2 | L2₹2.8 L+₹8,935.51 (3.26%)Rejected-Finance | L2 | Rejected-Finance Higher rate and hence not admitted | |
| 3 | Rejected-Technical | - | Rejected-Technical Bids are Rejected in Technical Evaluation and so Re tender is preposed.itted subject to the decision on Technical Evaluation. |
Tender Value
₹3.0 L
EMD Value
₹7,414
Closing Date
3 May 2025, 5:00 pmClosed
AE LIDEW NOORANAD GP
AE LIDEW NOORANAD GP
319/24-25-ANGANWADI NO53 BUILDING RENOVATION WARD 1
2025_LSGD_761078_10
04/AE/LIDEW/NGP/2025-2026
Open Tender
Civil Works - Buildings
Item Wise
180 days
AE LIDEW NOORANAD GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
Yes
₹7,414
Yes
2 Jun 2025
24 Apr 2025
6 May 2025
24 Apr 2025
3 May 2025
24 Apr 2025
Amount
anganavadi no 65 ward 7
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
4.1.3: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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
10.25.1:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
OD539017/2024-2025::Providing and fixing precoated galvanised steel sheet roofing accessories 0.350 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete: Ridges plain (500-600 mm)
OD539019/2024-2025:ROOF SHEET Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.Details of cost for 216.14 sqm (External dimension of plinth). Area of roof = 20.2x10.70 m = 216.14 sqm.
50.18.9.18.2:Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on wall
OD539018/2024-2025:Supplying and fixing 150mm dia PVC rainwater gutter semi circular section including filling with 32mmx5mm MS flat supporters at 1m interval etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
K N Prasannakumar (BID ID -2206574)
POKKATTU DEVELOPERS OPC PVT LTD (BID ID -2205412)
Bidder Name
K N Prasannakumar
P BHARATHAN
POKKATTU DEVELOPERS OPC PVT LTD
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1238507.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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