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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC KURUMOLATHU MAZHUVANNOOR MAZHUVANNOOR GRAMA PANCHAYAT | KOTTAYAM | KERALA | 686001 | L1 | Accepted-AOC First Lowest | |
| 2 | L2₹8.5 L+₹77,337.05 (10.0%)Rejected-AOC MUVATTUPUZHA | THRISSUR | KERALA | 680667 | L2 | Rejected-AOC Second Lowest | |
| 3 | L3₹9.0 L+₹1.3 L (16.3%)Rejected-AOC UPENDRAVILASAM STAIONKADVU KULATHOOR PO AE POTHENCODE PANCHAYATH | THIRUVANANTHAPURAM | KERALA | 695001 | L3 | Rejected-AOC Third Lowest |
| Sl No | Description | Qty | Unit | ELDHO ALIAS L1 | Praveen L3 | ALIAS P.P L2 |
|---|---|---|---|---|---|---|
| 1.00Dimolishing | ||||||
| 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 | 29.79 | cum | 1,510 ₹44,982.9 Lowest | 2,236 ₹66,610.44 | 2,129.84 ₹63,447.93 |
| 2.00construction | ||||||
| 2.00 | 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 | 28.87 | cum | 250 ₹7,218 Lowest | 267 ₹7,708.82 | 257.63 ₹7,438.29 |
| 2.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 13.88 | sqm | 300 ₹4,164 Lowest | 410 ₹5,690.8 | 386.16 ₹5,359.9 |
| 2.00 | 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) | 6.6 | cum | 7,000 ₹46,228 Lowest | 8,360 ₹55,209.44 | 7,932.89 ₹52,388.81 |
| 2.00 | OD116219/2024-2025:Dry rubble masonry with hard stone including cost of conveyance, labour etc as per direction of departmental officer at site | 24.19 | cum | 3,900 ₹94,348.8 Lowest | 4,250 ₹1,02,816 | 4,009.2 ₹96,990.57 |
| 2.00 | 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) | 13.85 | cum | 7,500 ₹1,03,890 Lowest | 8,750 ₹1,21,205 | 8,343.49 ₹1,15,574.02 |
| 2.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 13.44 | sqm | 700 ₹9,408 Lowest | 810 ₹10,886.4 | 762.88 ₹10,253.11 |
| 2.01 | 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) | 3.17 | cum | 9,500 ₹30,153 Lowest | 11,000 ₹34,914 | 10,488.77 ₹33,291.36 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
27 Dec 2025, 2:00 pmClosed
Assistant Executive Engineer
O/o The Assistant Executive Engineer, PWD Buildings Sub-Division, Muvattupuzha
This estimate is for the re construction of the collapsed compound wall of Ramamangalam Police station
2025_PWD_822212_1
PWD/BLDG/TR/15190/2024_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
180 days
Ramamangalam
Refer tender documents
10 documents required · 10 mandatory
₹1,870
₹21,183
Yes
19 Jan 2026
17 Dec 2025
29 Dec 2025
17 Dec 2025
27 Dec 2025
17 Dec 2025
Amount
Dimolishing
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
construction
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
OD116219/2024-2025:Dry rubble masonry with hard stone including cost of conveyance, labour etc as per direction of departmental officer at site
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)
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)
5.22.6: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
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above 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)
13.46.1: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)
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
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
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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
OD116741/2024-2025:Engaging man mazdoor at site for various works
ALIAS P.P (BID ID -2448499)
Praveen (BID ID -2448306)
Bidder Name
Praveen
ALIAS P.P
ELDHO ALIAS
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