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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-AOC KURUMOLATHU MAZHUVANNOOR MAZHUVANNOOR GRAMA PANCHAYAT | KOTTAYAM | KERALA | 686001 | ₹19.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.0 LRejected-Finance | ₹20.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹20.0 LRejected-Finance HIGH COURT VENDOR RNAKULAM | ₹20.0 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | LIJU JOSE L2 | ELDHO ALIAS L1 | MOHAMMED SHAFEEK T A L3 |
|---|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | ||||||
| 1.00 | 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 | 65.95 | cum | 330 ₹21,764.16 | 300 ₹19,785.60 | 327.35 ₹21,589.39 |
| 1.00 | 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) | 10.99 | cum | 7,200 ₹79,142.40 | 7,000 ₹76,944 | 7,218 ₹79,340.26 |
| 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 | 17.01 | cum | 1,950 ₹33,169.50 | 1,500 ₹25,515 | 1,938 ₹32,965.38 |
| 1.00 | OD327422/2025-2026:Dry Rubble masonry with hard stone in foundation and plinth including cost of bonding stone etc. | 54.6 | cum | 3,600 ₹2.0 L | 3,500 ₹1.9 L | 3,619 ₹2.0 L |
| 1.00 | 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) | 45.5 | cum | 7,550 ₹3.4 L | 7,000 ₹3.2 L | 7,592 ₹3.5 L |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 54.6 | sqm | 700 ₹38,220 | 600 ₹32,760 | 694 ₹37,892.40 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 2.2 | sqm | 360 ₹792 | 350 ₹770 | 351 ₹772.20 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 8 | sqm | 1,000 ₹8,000 | 900 ₹7,200 | 917 ₹7,336 |
| 1.01 | 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) | 13.96 | cum | 9,500 ₹1.3 L | 9,500 ₹1.3 L | 9,544 ₹1.3 L |
Tender Value
₹22.0 L
EMD Value
₹50,000
Closing Date
13 Mar 2026, 2:00 pmClosed
Executive Engineer
PWD Building Divsion,EKM
Construction of the compound wall.
2026_PWD_843764_1
PWD/BLDG/TR/4397/2023_5_1_1/1
Open Tender
Civil Works - Buildings
180 days
Thrikkakkara
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
4 Jun 2026
4 Mar 2026
16 Mar 2026
4 Mar 2026
13 Mar 2026
4 Mar 2026
DETAILED ESTIMATE
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
4.1.8: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)
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
OD327422/2025-2026:Dry Rubble masonry with hard stone in foundation and plinth including cost of bonding stone etc.
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
OD329029/2025-2026:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with any thickness 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)
13.24.1:Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In one coat
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
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
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