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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.4 LAccepted-AOC | ₹64.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹66.7 L+₹2.4 L (3.65%)Rejected-AOC MALAYATHIL HOUSE PAZHAMALLUR P O KUTTILANGADI 676506 | KUTTILANGADI | MALAPPURAM | KERALA | 676506 | ₹66.7 L+₹2.4 L (3.65%) | L2 | Rejected-AOC L2 |
| 3 | L3₹67.7 L+₹3.4 L (5.24%)Rejected-AOC | ₹67.7 L+₹3.4 L (5.24%) | L3 | Rejected-AOC L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SRG INFRA PROJECTS LLP L1 | Muhammed Musthafa M L2 | VINOJ MANNANCHERI L4 | YOOSUF EK L6 | AHAMMED KABEER B L5 | COCHIN SURAKSHA INFRASTRUCTURE PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix - A - Construction of 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 | 86.34 | cum | 271.27 ₹23,421.45 Lowest | 281.17 ₹24,276.22 | 290.1 ₹25,047.23 | 297.73 ₹25,706.01 | 290.27 ₹25,061.91 | 285.47 ₹24,647.48 |
| 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) | 5.29 | cum | 5,982.22 ₹31,633.98 Lowest | 6,200.82 ₹32,789.94 | 6,397.56 ₹33,830.3 | 6,565.87 ₹34,720.32 | 6,401.2 ₹33,849.55 | 6,295.54 ₹33,290.82 |
| 1.00 | OD370226/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 19.68 | cum | 6,169.12 ₹1,21,408.28 Lowest | 6,394.54 ₹1,25,844.55 | 6,597.42 ₹1,29,837.23 | 6,771 ₹1,33,253.28 | 6,601.18 ₹1,29,911.22 | 6,492.23 ₹1,27,767.09 |
| 1.00 | OD370222/2025-2026: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. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is not payable. All work upto plinth level | 45.34 | cum | 8,211.86 ₹3,72,284.67 Lowest | 8,511.93 ₹3,85,888.35 | 8,781.99 ₹3,98,131.52 | 9,013.05 ₹4,08,606.62 | 8,786.99 ₹3,98,358.19 | 8,641.96 ₹3,91,783.26 |
| 1.00 | OD370220/2025-2026: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. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is not payable. All work above plinth level upto floor V level | 61.36 | cum | 9,746.08 ₹5,97,980.48 Lowest | 10,102.21 ₹6,19,831.2 | 10,422.73 ₹6,39,497.02 | 10,696.95 ₹6,56,322.06 | 10,428.66 ₹6,39,860.86 | 10,255.68 ₹6,29,247.5 |
| 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. | 33.81 | cum | 240.16 ₹8,121.01 Lowest | 248.93 ₹8,417.57 | 256.82 ₹8,684.37 | 263.59 ₹8,913.3 | 256.98 ₹8,689.78 | 252.74 ₹8,546.4 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 76.4 | sqm | 291.2 ₹22,247.68 Lowest | 301.84 ₹23,060.58 | 311.42 ₹23,792.49 | 319.61 ₹24,418.2 | 311.6 ₹23,806.24 | 306.45 ₹23,412.78 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 65.54 | sqm | 760.55 ₹49,846.45 Lowest | 788.34 ₹51,667.8 | 813.35 ₹53,306.96 | 834.75 ₹54,709.52 | 813.82 ₹53,337.76 | 800.38 ₹52,456.91 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 155.39 | sqm | 575.29 ₹89,394.89 Lowest | 596.31 ₹92,661.21 | 615.23 ₹95,601.2 | 631.42 ₹98,116.99 | 615.58 ₹95,655.59 | 605.42 ₹94,076.82 |
Tender Value
₹78.4 L
EMD Value
₹50,000
Closing Date
20 Jul 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER, PWD BUILDINGS DIVISION, MALAPPURAM, CIVIL STATION, 676 505
This building is designed as RCC column Beam closed framed structure with isolated RCC footing.The provisions are proposed for earth work excavation for foundation and footing, M25 design mix for all RCC work below and above plinth level etc.
2026_PWD_860239_1
BL/DN/MPM/09/2026-27
Open Tender
Civil Works - Buildings
Item Rate
GHSS PUTHUPARAMBA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
3 Sept 2026
13 Jul 2026
22 Jul 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix - A - Construction of 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) | - | cum | - | - |
| 1.003 | OD370226/2025-2026: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 | - | - |
| 1.004 | OD370222/2025-2026: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. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is not payable. All work upto plinth level | - | cum | - | - |
| 1.005 | OD370220/2025-2026: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. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is not payable. All work above plinth level upto floor V level | - | 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 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.4 | sqm | - | - |
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