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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.0 LAdmitted-Fee/PreQual/Technical/Finance 673645 | MALAPPURAM | KERALA | 673645 | ₹27.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹27.6 L+₹60,988.86 (2.26%)Admitted-Fee/PreQual/Technical/Finance | ₹27.6 L+₹60,988.86 (2.26%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹28.1 L+₹1.1 L (4.06%)Admitted-Fee/PreQual/Technical/Finance VALAYIL HOUSE ATHAVANAD P O MALAPPURAM 676301 | MALAPPURAM | MALAPPURAM | KERALA | 676301 | ₹28.1 L+₹1.1 L (4.06%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹28.2 L+₹1.2 L (4.43%)Admitted-Fee/PreQual/Technical/Finance | ₹28.2 L+₹1.2 L (4.43%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹28.4 L+₹1.4 L (5.16%)Admitted-Fee/PreQual/Technical/Finance LID EW SECTION AREEKODE | KANNUR | KERALA | 670002 | ₹28.4 L+₹1.4 L (5.16%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | V. JAYAFAR L3 | salim L1 | SUNISH V K L9 | VISHNU BABU L6 | M.K. ABDUL HAMEED L5 | MUHAMMED SHAHEEM .V L7 | MOHAMMED SHAHEER KURIKKAL M.P L11 | AHAMMED SHIHAD UT L4 | ABID K.P. L10 | ABDULLATHEEF P M L8 | MOHAMMED ASIR T. L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 33.08 | cum | 273.15 ₹9,036.62 | 263 ₹8,700.83 | 289.11 ₹9,564.63 | 300 ₹9,924.9 | 276.06 ₹9,132.89 | 281.71 ₹9,319.81 | 500 ₹16,541.5 | 265.98 ₹8,799.42 | 210 ₹6,947.43 Lowest | 284.9 ₹9,425.35 | 268.4 ₹8,879.48 |
| 1.00 | OD49671/2024-2025:Dry rubble masonry for retaining wall including cost and conveyance of all materials and labour charges etc. complete. | 31.39 | cum | 3,032.39 ₹95,192.79 | 3,000 ₹94,176 | 3,209.56 ₹1,00,754.51 | 3,000 ₹94,176 | 3,064.67 ₹96,206.12 | 3,127.4 ₹98,175.34 | 3,700 ₹1,16,150.4 | 3,000 ₹94,176 | 4,400 ₹1,38,124.8 | 3,162.8 ₹99,286.62 | 2,979.9 ₹93,545.02 Lowest |
| 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) | 14.16 | cum | 6,335.54 ₹89,711.25 | 6,000 ₹84,960 | 6,705.68 ₹94,952.43 | 6,000 ₹84,960 | 6,402.98 ₹90,666.2 | 6,534.03 ₹92,521.86 | 4,300 ₹60,888 Lowest | 6,170 ₹87,367.2 | 6,700 ₹94,872 | 6,608.1 ₹93,570.7 | 6,225.9 ₹88,158.74 |
| 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) | 8.31 | cum | 6,023.76 ₹50,069.49 | 5,800 ₹48,209.6 Lowest | 6,375.7 ₹52,994.82 | 5,800 ₹48,209.6 Lowest | 6,087.88 ₹50,602.46 | 6,212.48 ₹51,638.13 | 6,500 ₹54,028 | 6,000 ₹49,872 | 6,600 ₹54,859.2 | 6,282.9 ₹52,223.46 | 5,919.5 ₹49,202.88 |
| 1.00 | 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) | 3.54 | cum | 9,698.42 ₹34,332.41 | 9,300 ₹32,922 | 10,265.05 ₹36,338.28 | 9,000 ₹31,860 Lowest | 9,801.66 ₹34,697.88 | 10,002.27 ₹35,408.04 | 9,500 ₹33,630 | 9,000 ₹31,860 Lowest | 10,700 ₹37,878 | 10,115.6 ₹35,809.22 | 9,530.5 ₹33,737.97 |
| 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. | 44.45 | cum | 241.83 ₹10,748.13 | 230 ₹10,222.35 | 255.95 ₹11,375.7 | 250 ₹11,111.25 | 244.4 ₹10,862.36 | 249.4 ₹11,084.58 | 200 ₹8,889 Lowest | 235 ₹10,444.58 | 266.94 ₹11,864.14 | 252.2 ₹11,209.03 | 237.6 ₹10,560.13 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 127.52 | sqm | 729.91 ₹93,074.47 | 700 ₹89,260.5 Lowest | 772.56 ₹98,512.99 | 700 ₹89,260.5 Lowest | 737.68 ₹94,065.27 | 752.78 ₹95,990.74 | 700 ₹89,260.5 Lowest | 720 ₹91,810.8 | 805.76 ₹1,02,746.36 | 761.3 ₹97,077.17 | 717.3 ₹91,466.51 |
| 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). | 28.12 | cum | 10,207.15 ₹2,87,065.89 | 9,800 ₹2,75,615.2 | 10,803.5 ₹3,03,837.63 | 9,800 ₹2,75,615.2 | 10,315.8 ₹2,90,121.56 | 10,526.93 ₹2,96,059.38 | 9,500 ₹2,67,178 | 9,450 ₹2,65,771.8 Lowest | 11,267.89 ₹3,16,898.14 | 10,646.2 ₹2,99,413.73 | 10,030.5 ₹2,82,097.78 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 33.15 | sqm | 579.29 ₹19,205.2 | 550 ₹18,234.15 Lowest | 611.38 ₹20,269.08 | 550 ₹18,234.15 Lowest | 585.45 ₹19,409.42 | 597.43 ₹19,806.6 | 650 ₹21,549.45 | 600 ₹19,891.8 | 639.47 ₹21,200.35 | 604.2 ₹20,031.04 | 569.3 ₹18,874 |
Tender Value
₹34.0 L
EMD Value
₹50,000
Closing Date
14 Sept 2026, 4:00 pmClosed
Executive Engineer
PWD Buildings Division Malappuram
DEPOSIT-Smart Village Office-MuthuvallurMalappuram -Construction of New BuildingGeneral Civil Work
2026_PWD_868042_1
BL/DN/MPM/17/2026-27
Open Tender
Civil Works - Buildings
Item Rate
540 days
Muthuvallur
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
17 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 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 | 33.08 | cum | - | - |
| 1.002 | OD49671/2024-2025:Dry rubble masonry for retaining wall including cost and conveyance of all materials and labour charges etc. complete. | 31.39 | 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) | 14.16 | cum | - | - |
| 1.004 | 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) | 8.31 | cum | - | - |
| 1.005 | 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) | 3.54 | 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. | 44.45 | cum | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 127.52 | sqm | - | - |
| 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). | 28.12 | cum | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 33.15 | sqm | - | - |
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