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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹27.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹28.1 L+₹76,441.97 (2.79%)Admitted-Fee/PreQual/Technical/Finance ENNAZHIYIL H KANHIRAMUKKU POST MALAPPURAM PIN 679584 | MALAPPURAM | KERALA | 679584 | ₹28.1 L+₹76,441.97 (2.79%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹28.8 L+₹1.4 L (5.06%)Admitted-Fee/PreQual/Technical/Finance | ₹28.8 L+₹1.4 L (5.06%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹32.8 L+₹5.4 L (19.7%)Admitted-Fee/PreQual/Technical/Finance KOTTAKKAL TIRUR MUNICIPALITY KERALA | ₹32.8 L+₹5.4 L (19.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹34.0 L+₹6.6 L (24.2%)Admitted-Fee/PreQual/Technical/Finance | ₹34.0 L+₹6.6 L (24.2%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SIVADASAN E L2 | P ABDUL AZEEZ L5 | SHIBIN P. L3 | SUDHEER K L1 | MOHANDAS P L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A - Construction of new building | ||||||||
| 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 | 36.71 | cum | 300.68 ₹11,038.86 | 388 ₹14,244.64 | 307.31 ₹11,282.27 | 292.51 ₹10,738.92 Lowest | 349.8 ₹12,842.21 |
| 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) | 7.13 | cum | 6,630.8 ₹47,290.87 | 7,777 ₹55,465.56 | 6,777.18 ₹48,334.85 | 6,450.75 ₹46,006.75 Lowest | 7,723.16 ₹55,081.58 |
| 1.00 | OD86994/2026-2027:Dry rubble masonry with hard stone in foundation and plinth up to plinth level. in foundation and plinth including all charges etc complete. | 34.36 | cum | 4,073.99 ₹1,39,986.37 | 4,888 ₹1,67,956.57 | 4,163.93 ₹1,43,076.8 | 3,963.36 ₹1,36,185.01 Lowest | 4,744.56 ₹1,63,027.83 |
| 1.00 | OD86992/2026-2027:Random rubble masonry with hard stone in foundation and plinth up to plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 18.21 | cum | 6,837.95 ₹1,24,512.23 | 8,222 ₹1,49,714.4 | 6,988.91 ₹1,27,261.06 | 6,652.28 ₹1,21,131.37 Lowest | 7,964.84 ₹1,45,031.77 |
| 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) | 4.63 | cum | 8,767.15 ₹40,556.84 | 10,212.04 ₹47,240.9 | 8,960.7 ₹41,452.2 | 8,529.1 ₹39,455.62 Lowest | 10,212.04 ₹47,240.9 |
| 1.01 | 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. | 38.89 | cum | 266.2 ₹10,351.99 | 333 ₹12,949.7 | 272.07 ₹10,580.26 | 258.97 ₹10,070.83 Lowest | 309.52 ₹12,036.61 |
| 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 | 578.25 | kilogram | 93.97 ₹54,338.15 | 109.46 ₹63,295.25 | 96.04 ₹55,535.13 | 91.42 ₹52,863.62 Lowest | 109.46 ₹63,295.25 |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 27.65 | cum | 11,235.77 ₹3,10,635.33 | 13,086.76 ₹3,61,809.65 | 11,483.81 ₹3,17,492.9 | 10,930.68 ₹3,02,200.51 Lowest | 13,086.76 ₹3,61,809.65 |
| 1.01 | 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 | 2,681.39 | kg | 93.97 ₹2,51,970.22 | 111 ₹2,97,634.29 | 96.04 ₹2,57,520.7 | 91.42 ₹2,45,132.67 Lowest | 109.46 ₹2,93,504.95 |
Tender Value
₹30.9 L
EMD Value
₹50,000
Closing Date
11 Sept 2026, 2:00 pmClosed
EXECUTIVE ENGINEER
PWD BUILDINGS DIVISION MALAPPURAM
SASCI REVENUE DEPARTMENT SASCI SCHEME 2024 25 SMART VILLAGE OFFICE ALAMCODE CONSTRUCTION OF SMART VILLAGE OFFICE FOR ALANKODE VILLAGE IN PONNANI TALUK MALAPPURAM DISTRICT REARANGED WORK General Civil Work
2026_PWD_866963_1
BL/DN/MPM/15/2026-27
Open Tender
Civil Works - Buildings
Item Rate
Alamcode
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
14 Sept 2026
31 Aug 2026
14 Sept 2026
31 Aug 2026
11 Sept 2026
31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A - Construction of new building | |||||
| 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 | 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 | cum | - | - |
| 1.003 | OD86994/2026-2027:Dry rubble masonry with hard stone in foundation and plinth up to plinth level. in foundation and plinth including all charges etc complete. | 1 | cum | - | - |
| 1.004 | OD86992/2026-2027:Random rubble masonry with hard stone in foundation and plinth up to plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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. | 1 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1 | cum | - | - |
| 1.009 | 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 | 1 | kg | - | - |
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