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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.6 LAccepted-Finance | ₹51.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹52.7 L+₹1.1 L (2.05%)Accepted-Finance | ₹52.7 L+₹1.1 L (2.05%) | L2 | Accepted-Finance L2 |
| 3 | L3₹55.9 L+₹4.3 L (8.37%)Accepted-Finance NIRAMARTHUR GRAMA PANCHAYAT TIRUR 676 109 P O NIRAMARTHUR KERALA | MALAPPURAM | KERALA | 676109 | ₹55.9 L+₹4.3 L (8.37%) | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | Muhammad sharif kuriyedath L3 | P. P. SIRAJUDHEEN L1 | HABEEB RAHIMAN L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of new building | ||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 250 | sqm | 8.52 ₹2,130 | 7 ₹1,750 Lowest | 8 ₹2,000 |
| 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 | 110.6 | cum | 330.41 ₹36,542.69 | 305 ₹33,732.39 Lowest | 313 ₹34,617.17 |
| 1.00 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | 34 | sqm | 167.67 ₹5,700.78 | 154 ₹5,236 Lowest | 158 ₹5,372 |
| 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) | 16.97 | cum | 7,286.51 ₹1,23,630.22 | 6,739 ₹1,14,340.61 Lowest | 6,871 ₹1,16,580.26 |
| 1.00 | OD71892/2025-2026:Dry Rubble Masonry - Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. | 21.85 | cum | 3,668.07 ₹80,147.33 | 3,392 ₹74,115.2 Lowest | 3,458 ₹75,557.3 |
| 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. | 120.97 | cum | 292.52 ₹35,387.61 | 270 ₹32,663.25 Lowest | 276 ₹33,389.1 |
| 1.01 | OD71889/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work upto plinth level | 26.94 | cum | 10,002.27 ₹2,69,441.15 | 9,251 ₹2,49,203.44 Lowest | 9,432 ₹2,54,079.22 |
| 1.01 | OD71888/2025-2026:Ref: 5.33.2 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work above plinth level up to floor V level | 83.63 | cum | 11,870.99 ₹9,92,806.51 | 10,979 ₹9,18,206.71 Lowest | 11,195 ₹9,36,271.44 |
| 1.01 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing: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) | 1.69 | cum | 10,186.18 ₹17,235.02 | 9,422 ₹15,942.02 Lowest | 9,605 ₹16,251.66 |
Tender Value
₹55.9 L
EMD Value
₹50,000
Closing Date
1 Aug 2026, 11:00 amClosed
Executive Engineer
PWD Buildings division Malappuram
DEPOSIT-IHRD-Construction of the new academic block of CAS Vattamkulam- IHRD-Construction of the new academic block of CAS Vattamkulam-General Civil Work-1
2026_PWD_861736_1
BL/DN/MPM/12/2026-27
Open Tender
Civil Works - Buildings
Item Rate
545 days
Vattamkulam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
7 Aug 2026
21 Jul 2026
3 Aug 2026
21 Jul 2026
1 Aug 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of new building | |||||
| 1.001 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | - | - |
| 1.002 | 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 | 0.2 | cum | - | - |
| 1.003 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | - | sqm | - | - |
| 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) | 1 | cum | - | - |
| 1.005 | OD71892/2025-2026:Dry Rubble Masonry - Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. | - | 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 | OD71889/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work upto plinth level | 1 | cum | - | - |
| 1.008 | OD71888/2025-2026:Ref: 5.33.2 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work above plinth level up to floor V level | 0.2 | cum | - | - |
| 1.009 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing: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) | 1 | cum | - | - |
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