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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-AOC ASSALIPARAMBIL PAMPADY KOTTAYAM | KOTTAYAM | KERALA | 686001 | ₹17.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹18.4 L+₹1.3 L (7.89%)Rejected-AOC | ₹18.4 L+₹1.3 L (7.89%) | L2 | Rejected-AOC L2 |
| 3 | L3₹18.5 L+₹1.4 L (8.50%)Rejected-Finance | ₹18.5 L+₹1.4 L (8.50%) | L3 | Rejected-Finance L3 |
| 4 | L4₹19.4 L+₹2.4 L (14.0%)Rejected-Finance | ₹19.4 L+₹2.4 L (14.0%) | L4 | Rejected-Finance L4 |
| 5 | L5₹20.5 L+₹3.4 L (20.0%)Rejected-Finance CHOCHUPARAMBIL ERATTUPETTA | IDUKKI | KERALA | 685501 | ₹20.5 L+₹3.4 L (20.0%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | ABRAHAM JOSEPH L5 | Sabumon Lukose L4 | ANU A L1 | ABDUL RAZIK L2 | MANI K GEORGE L3 | SHAHUL HAMEED L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Maintanance proper | |||||||||
| 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 | 63.75 | cum | 358.64 ₹22,863.3 | 340 ₹21,675 | 239 ₹15,236.25 Lowest | 320 ₹20,400 | 339 ₹21,611.25 | 377 ₹24,033.75 |
| 1.00 | OD262480/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including the cost of through stone and bond stone | 63.75 | cum | 6,391.72 ₹4,07,472.15 | 6,700 ₹4,27,125 | 4,116.95 ₹2,62,455.56 Lowest | 5,700 ₹3,63,375 | 6,051 ₹3,85,751.25 | 6,700 ₹4,27,125 |
| 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) | 95.62 | cum | 8,318.46 ₹7,95,452.74 | 7,700 ₹7,36,312.5 | 8,250 ₹7,88,906.25 | 7,415 ₹7,09,059.38 Lowest | 7,875 ₹7,53,046.88 | 8,500 ₹8,12,812.5 |
| 1.00 | 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) | 12.75 | cum | 10,457.3 ₹1,33,330.58 | 9,500 ₹1,21,125 | 9,500 ₹1,21,125 | 9,320 ₹1,18,830 Lowest | 9,900 ₹1,26,225 | 11,500 ₹1,46,625 |
| 1.00 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 170 | metre | 227.45 ₹38,666.5 | 220 ₹37,400 | 350 ₹59,500 | 203 ₹34,510 Lowest | 215 ₹36,550 | 260 ₹44,200 |
| 1.01 | 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 | 1,083.75 | kilogram | 112.09 ₹1,21,477.54 | 105 ₹1,13,793.75 | 102 ₹1,10,542.5 | 100 ₹1,08,375 Lowest | 107 ₹1,15,961.25 | 125.5 ₹1,36,010.63 |
| 1.01 | 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 | 22.27 | cum | 7,690.4 ₹1,71,303.66 | 7,200 ₹1,60,380 | 7,599 ₹1,69,267.73 | 6,855 ₹1,52,695.13 Lowest | 7,281 ₹1,62,184.28 | 8,000 ₹1,78,200 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 329 | sqm | 368.65 ₹1,21,285.85 | 380 ₹1,25,020 | 310 ₹1,01,990 Lowest | 330 ₹1,08,570 | 348 ₹1,14,492 | 400 ₹1,31,600 |
| 1.01 | 13.45.1:Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm | 425.45 | sqm | 306.33 ₹1,30,328.1 | 250 ₹1,06,362.5 | 177 ₹75,304.65 Lowest | 273 ₹1,16,147.85 | 289 ₹1,22,955.05 | 340 ₹1,44,653 |
Tender Value
₹19.5 L
EMD Value
₹48,701
Closing Date
27 Jun 2026, 11:00 amClosed
Executive Engineer
Buildings Division Office kottayam
GENERAL P V S GOVT HIGHER SECONDARY SCHOOL PAMPADY CONSTRUCTION OF NEW COMPOUND WALL WORK General Civil Work 1
2026_PWD_856740_1
PWD/BLDG/TR/23914/2025
Open Tender
Civil Works - Buildings
Item Rate
300 days
Kottayam
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹48,701
Yes
14 Aug 2026
19 Jun 2026
29 Jun 2026
19 Jun 2026
27 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintanance proper | |||||
| 1.001 | 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 | - | - |
| 1.002 | OD262480/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including the cost of through stone and bond stone | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
| 1.006 | 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 | - | kilogram | - | - |
| 1.007 | 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 | 1 | cum | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.009 | 13.45.1:Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm | 1 | sqm | - | - |
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