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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.1 LAccepted-AOC | ₹80.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹81.7 LRejected-AOC | ₹81.7 L | L2 | Rejected-AOC L2 |
| 3 | L3₹88.7 LRejected-AOC | ₹88.7 L | L3 | Rejected-AOC L3 |
| 4 | L4₹97.6 LRejected-AOC | ₹97.6 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Jerin J Royees L4 | Royees john L3 | MERP CONSTRUCTIONS PRIVATE LIMITED L1 | PK SULPHEEKER INFRASTRUCTURE LLP L2 |
|---|---|---|---|---|---|---|---|
| 1.00Civil Work | |||||||
| 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 | 121.2 | cum | 431.66 ₹52,315.47 | 392.09 ₹47,519.74 | 328.12 ₹39,766.83 | 335 ₹40,600.66 |
| 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) | 29.36 | cum | 9,519.47 ₹2,79,472.6 | 8,646.85 ₹2,53,854.22 | 8,391.79 ₹2,46,366.17 | 8,560 ₹2,51,304.48 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 109.12 | sqm | 463.39 ₹50,565.12 | 420.91 ₹45,929.7 | 390.99 ₹42,664.83 | 399 ₹43,538.88 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 330.75 | sqm | 915.45 ₹3,02,787.83 | 831.53 ₹2,75,031.04 | 756.24 ₹2,50,128.65 | 771 ₹2,55,010.56 |
| 1.00 | OD182608/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30grade 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. Note:- minimum Cement content considered in this item is @ 340 kg/ cum.All work up to plinth level.( Observed Data from Item No.5.33.1) | 51.27 | cum | 13,171.08 ₹6,75,228.59 | 11,963.73 ₹6,13,332.58 | 10,727 ₹5,49,930.38 | 10,942 ₹5,60,952.57 |
| 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. | 36.36 | cum | 382.16 ₹13,894.96 | 347.13 ₹12,621.3 | 281.85 ₹10,247.78 | 287 ₹10,435.03 |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 65.84 | cum | 875.26 ₹57,631.49 | 795.03 ₹52,348.75 | 1,222.04 ₹80,465.22 | 1,246 ₹82,042.87 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 200.59 | sqm | 1,210.26 ₹2,42,768.47 | 1,099.31 ₹2,20,512.79 | 911.02 ₹1,82,743.32 | 929 ₹1,86,349.97 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 61.74 | sqm | 1,210.26 ₹74,721.45 | 1,113.91 ₹68,772.8 | 1,028.38 ₹63,492.18 | 1,049 ₹64,765.26 |
Tender Value
₹81.3 L
EMD Value
₹50,000
Closing Date
26 May 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer, PWD Buildings Division, Alappuzha
GENERAL-Budjet work 2025-2026 - Govt. U P School Changaram.-Construction of New School Building .-General Civil Work(Re Tender)
2026_PWD_845488_2
PWD/BLDG/19454/2025-2026
Open Tender
Civil Works - Buildings
540 days
Alappuzha
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
30 Jun 2026
19 May 2026
28 May 2026
19 May 2026
26 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil Work | |||||
| 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 | 0.4 | 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) | - | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.004 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.2 | sqm | - | - |
| 1.005 | OD182608/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30grade 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. Note:- minimum Cement content considered in this item is @ 340 kg/ cum.All work up to plinth level.( Observed Data from Item No.5.33.1) | 1 | 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. | - | cum | - | - |
| 1.007 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 1 | cum | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 0.8 | sqm | - | - |
| 1.009 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | sqm | - | - |
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