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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAdmitted-Fee/PreQual/Technical/Finance IDUKKI | KERALA | 685501 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.3 L+₹29,675.38 (3.71%)Admitted-Fee/PreQual/Technical/Finance KANNUR | KERALA | 670511 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹8.8 L+₹79,519.98 (9.93%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹8.8 L+₹80,519.98 (10.1%)Admitted-Fee/PreQual/Technical/Finance URANGATHIRI | AURANGABAD | MAHARASHTRA | 423701 | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | sainulabid L3 | NOUSHAD K L4 | MOHAMMED ASLAM KP L2 | MOHAMMED ASLAM KP L2 | SHAMSUDHEEN KV L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Initial maintenance | ||||||||
| 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 | 1,000 | sqm | 16.37 ₹16,370 | 17.37 ₹17,370 | 16.37 ₹16,370 | 16.37 ₹16,370 | 15.78 ₹15,780 Lowest |
| 1.00 | 14.1.2:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:Cement mortar 1:4 ( 1 cement: 4 coarse sand) | 10 | sqm | 572.62 ₹5,726.2 | 572.62 ₹5,726.2 | 539.59 ₹5,395.9 | 539.59 ₹5,395.9 | 520.32 ₹5,203.2 Lowest |
| 1.00 | 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) | 400 | sqm | 199.9 ₹79,960 | 199.9 ₹79,960 | 188.37 ₹75,348 | 188.37 ₹75,348 | 181.64 ₹72,656 Lowest |
| 1.00 | OD38524/2026-2027:Engaging mason (2nd class) for repair works | 18 | each | 1,144.34 ₹20,598.12 | 1,144.34 ₹20,598.12 | 1,078.32 ₹19,409.76 | 1,078.32 ₹19,409.76 | 1,039.81 ₹18,716.58 Lowest |
| 1.00 | 4.17:Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse
sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural sources) over 75mm thick bed of dry brick
ballast 40 mm nominal size, well rammed and consolidated and grouted with
fine sand, including necessary excavation, levelling & dressing & finishing the
top smooth. | 43.2 | sqm | 816.57 ₹35,275.82 | 816.57 ₹35,275.82 | 769.46 ₹33,240.67 | 769.46 ₹33,240.67 | 741.98 ₹32,053.54 Lowest |
| 1.01 | 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 | 9 | cum | 343.63 ₹3,092.67 | 343.63 ₹3,092.67 | 323.8 ₹2,914.2 | 323.8 ₹2,914.2 | 312.24 ₹2,810.16 Lowest |
| 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) | 1.35 | cum | 7,577.97 ₹10,230.26 | 7,577.97 ₹10,230.26 | 7,140.78 ₹9,640.05 | 7,140.78 ₹9,640.05 | 6,885.75 ₹9,295.76 Lowest |
| 1.01 | 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) | 4.72 | cum | 8,822.75 ₹41,687.49 | 8,822.75 ₹41,687.49 | 8,313.74 ₹39,282.42 | 8,313.74 ₹39,282.42 | 8,016.82 ₹37,879.47 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 24 | sqm | 368.88 ₹8,853.12 | 368.88 ₹8,853.12 | 347.6 ₹8,342.4 | 347.6 ₹8,342.4 | 335.18 ₹8,044.32 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
24 Jul 2026, 2:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
PWD BUILDINGS SUBDIVISION, PERINTHALMANNA
GENERAL-Running Contract-2026-27- Various buildings under Perinthalmanna buildings Section-General Civil Work
2026_PWD_861011_1
4217/2026-2027
Open Tender
Civil Works - Buildings
Item Rate
365 days
PERINTHALMANNA
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
₹21,185
27 Jul 2026
17 Jul 2026
27 Jul 2026
17 Jul 2026
24 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Initial maintenance | |||||
| 1.001 | 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 | - | sqm | - | - |
| 1.002 | 14.1.2:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:Cement mortar 1:4 ( 1 cement: 4 coarse sand) | - | sqm | - | - |
| 1.003 | 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) | - | sqm | - | - |
| 1.004 | OD38524/2026-2027:Engaging mason (2nd class) for repair works | - | each | - | - |
| 1.005 | 4.17:Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse
sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural sources) over 75mm thick bed of dry brick
ballast 40 mm nominal size, well rammed and consolidated and grouted with
fine sand, including necessary excavation, levelling & dressing & finishing the
top smooth. | - | sqm | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | 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) | 1 | cum | - | - |
| 1.009 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
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