Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.6 LAccepted-AOC | ₹72.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹79.7 LRejected-AOC | ₹79.7 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical PANAKALAHATTU VEEDU ECHAPPUKUZHI KUDAPPANAKKUNNU P O | KERALA | - | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | Crowned Eagle L3 | M V KUNHI MOHAMED L1 | MOHAMMAD ALI K L5 | AHAMMED KABEER L4 | GREENHAVEN CONSTRUCTIONS and PROJECTPVT LTD L6 | ZAYN INFRASTRUCTURE PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00compound wall | |||||||||
| 1.00 | 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 | 600 | sqm | 18.19 ₹10,914 | 11.5 ₹6,900 | 16.34 ₹9,804 | 16.34 ₹9,804 | 17.46 ₹10,476 | 15.15 ₹9,090 |
| 1.00 | 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 | 90 | cum | 2,100 ₹1.9 L | 1,385 ₹1.2 L | 1,914 ₹1.7 L | 1,914.3 ₹1.7 L | 2,044.65 ₹1.8 L | 1,774.16 ₹1.6 L |
| 1.00 | 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 | 146 | cum | 2,500 ₹3.6 L | 1,652 ₹2.4 L | 2,317 ₹3.4 L | 2,284.74 ₹3.3 L | 2,440.32 ₹3.6 L | 2,117.49 ₹3.1 L |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 2.02 | cum | 3,650 ₹7,391.25 | 2,385 ₹4,829.63 | 3,299.9 ₹6,682.30 | 3,300.29 ₹6,683.09 | 3,525.01 ₹7,138.15 | 3,058.68 ₹6,193.83 |
| 1.00 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 151.81 | cum | 250 ₹37,953 | 200 ₹30,362.40 | 231.53 ₹35,149.03 | 231.55 ₹35,152.07 | 247.32 ₹37,546.14 | 214.61 ₹32,580.37 |
| 1.01 | OD277150/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with Department rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Reference Irrigation Approved OD - 60.7.1) | 102.17 | cum | 1,680 ₹1.7 L | 1,321 ₹1.3 L | 1,657 ₹1.7 L | 1,542.23 ₹1.6 L | 2,534.4 ₹2.6 L | 1,429.33 ₹1.5 L |
| 1.01 | OD279594/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Reference Irrigation Approved OD - 60.7.1) | 140.08 | cum | 3,900 ₹5.5 L | 3,075 ₹4.3 L | 3,588.92 ₹5.0 L | 3,589.32 ₹5.0 L | 2,737.92 ₹3.8 L | 3,326.55 ₹4.7 L |
| 1.01 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.9 | cum | 7,800 ₹7,020 | 7,000 ₹6,300 | 7,129.28 ₹6,416.35 | 7,130.08 ₹6,417.07 | 7,615.57 ₹6,854.01 | 6,608.1 ₹5,947.29 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 362.94 | sqm | 930 ₹3.4 L | 757 ₹2.7 L | 906.38 ₹3.3 L | 906.48 ₹3.3 L | 960.53 ₹3.5 L | 840.12 ₹3.0 L |
Tender Value
₹95.7 L
EMD Value
₹50,000
Closing Date
11 Feb 2026, 3:00 pmClosed
Superintending Engineer,PWD Buildings North Circle
PWD Buildings North Circle, Kozhikode. PIN 673001 Tel.No. 0495 2720812
GENERAL Construction of Compound wall to Govt Poly Technic College Palakkad General Civil Work
2026_PWD_833403_1
PWD/BLDG/TR/4007/2023
Open Tender
Civil Works - Buildings
240 days
Palakkad
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
22 Apr 2026
4 Feb 2026
13 Feb 2026
4 Feb 2026
11 Feb 2026
4 Feb 2026
compound wall
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
15.7.4: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
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
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
OD277150/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with Department rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Reference Irrigation Approved OD - 60.7.1)
OD279594/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Reference Irrigation Approved OD - 60.7.1)
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
10.25.2: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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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)
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.
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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 derived from natural sources)
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
16.18.1:Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire
16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade
16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
OD260890/2022-2023:Wood Cutter for cutting down trees
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
OD270862/2025-2026:Brick work with common burnt clay machine moulded perforated bricks of deparmental bricks superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With F.P.S. ( non modular ) bricks
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD266499/2022-2023:Supplying and fixing in position of stainless steel letters in Malayalm/English of size 30cm x 30cm X 3cm as per design. including all charges.
Please Enable Macros to View BoQ information
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1401546.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
sbd.pdf
Tender Documents • 2.38 MB
BOQ_1401546.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid