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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 2₹5.4 L+₹10,744.42 (2.04%)Accepted-AOC | 2 | Accepted-AOC 2 | |
| 2 | 1₹5.3 LRejected-AOC | 1 | Rejected-AOC 1 | |
| 3 | 3₹5.6 L+₹32,956.08 (6.27%)Rejected-AOC | 3 | Rejected-AOC 3 | |
| 4 | 4₹6.3 L+₹1.1 L (20.7%)Rejected-AOC | 4 | Rejected-AOC 4 |
Tender Value
₹6.3 L
EMD Value
₹15,865
Closing Date
30 Jun 2025, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer,Buildings Subdivision,Palakkad
GENERAL-Reconstruction of collapsed compound wall at Govt. Victoria college, Palakkad-work
2025_PWD_771229_1
PWD/BLDG/EST/12217/2025_5_1_1
Open Tender
Civil Works - Buildings
Item Rate
Palakkad
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,400
Yes
₹15,865
Yes
4 Aug 2025
23 Jun 2025
3 Jul 2025
23 Jun 2025
30 Jun 2025
23 Jun 2025
Amount
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
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
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
OD74743/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12( 1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size ) up to plith level
OD74741/2025-2026:Brick work in cement mortar 1:6 (1 cement : 6 coarse sand) details of cost for 1 cum (using departmental brick)
OD74744/2025-2026:Random rubble masonry using departmental rubble in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
OD77254/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 390 kg/ cum. Excess cement used as per design mix is not payable separately. All work upto plinth level
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
13.28.3:12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) :Raised Band
OD74742/2025-2026:Engaging wood cutter
OD74740/2025-2026:Engaging coolie
50.18.9.19.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 - External work - Exposed on wall
PRABHATH E (BID ID -2234200)
SHAMSUDHEEN .T.U (BID ID -2235110)
JAYARAMAN (BID ID -2236502)
Bidder Name
PRASAD V
SHAMSUDHEEN .T.U
JAYARAMAN
PRABHATH E
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1258765.pdf
boq_comp_chart.xlsx
xlsx
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