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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹62.6 L+₹36,261.61 (0.58%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹63.4 L+₹1.1 L (1.83%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹63.9 L+₹1.7 L (2.69%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹68.2 L+₹6.0 L (9.68%)Rejected-AOC | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | SHAJI K L9 | Krishnakumar K K L2 | JALSOOR TRANSPORT PRIVATE LIMITED L8 | LANDCORE BUILDERS AND DEVELOPERS PRIVATE LIMITED L5 | DINAKARAN.K L1 | ABDUL HAMEED AC L7 | mohammed razin vp L10 | AMRITH RAJ L4 | NIZAR A L6 | MOHAMMED SHUHAIL B A L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of new building for GHSS Munnurcode | |||||||||||||
| 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. | 300 | sqm | 20 ₹6,000 | 7.2 ₹2,160 | 8.24 ₹2,472 | 7.86 ₹2,358 | 7.16 ₹2,148 | 8 ₹2,400 | 8.72 ₹2,616 | 7 ₹2,100 Lowest | 7.87 ₹2,361 | 7.3 ₹2,190 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 201 | cum | 257 ₹51,656.23 | 200.3 ₹40,259.7 | 229.03 ₹46,034.34 | 218.42 ₹43,901.76 | 199.14 ₹40,026.54 Lowest | 225 ₹45,224.33 | 242.22 ₹48,685.49 | 200 ₹40,199.4 | 218.45 ₹43,907.79 | 202.78 ₹40,758.17 |
| 1.00 | OD97988/2026-2027:Random rubble masonry with hard stone in foundation and plinth up to plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand). | 37.63 | cum | 7,600 ₹2,85,957.6 | 6,360.5 ₹2,39,320.17 | 7,272.66 ₹2,73,641.11 | 6,935.61 ₹2,60,959.26 | 6,323.69 ₹2,37,935.16 Lowest | 7,120 ₹2,67,897.12 | 7,691.51 ₹2,89,400.76 | 6,450 ₹2,42,687.7 | 6,953 ₹2,61,613.58 | 6,439.04 ₹2,42,275.32 |
| 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) | 26.6 | cum | 7,150 ₹1,90,168.55 | 6,167.82 ₹1,64,045.51 | 7,052.34 ₹1,87,571.09 | 6,725.5 ₹1,78,878.12 | 6,132.12 ₹1,63,096 Lowest | 6,743 ₹1,79,343.57 | 7,458.5 ₹1,98,373.72 | 6,300 ₹1,67,561.1 | 6,742.2 ₹1,79,322.29 | 6,243.98 ₹1,66,071.14 |
| 1.00 | 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. | 197.79 | cum | 290 ₹57,360.55 | 247.61 ₹48,976.02 | 283.12 ₹55,999.72 | 270 ₹53,404.65 | 246.17 ₹48,691.2 Lowest | 277 ₹54,789.22 | 299.43 ₹59,225.76 | 250 ₹49,448.75 | 270.3 ₹53,463.99 | 250.67 ₹49,581.27 |
| 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 | 45.64 | cum | 700 ₹31,950.8 | 567.1 ₹25,884.71 | 648.43 ₹29,596.94 | 618.38 ₹28,225.34 | 563.81 ₹25,734.54 Lowest | 620 ₹28,299.28 | 685.77 ₹31,301.29 | 575 ₹26,245.3 | 619.65 ₹28,283.3 | 574.1 ₹26,204.22 |
| 1.01 | OD97989/2026-2027:Providing and laying in position machine batched and machine mixed design mix M-30 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:- Note:- Cement content
considered in this item is @ 340 kg/cum. Excess/less cement used as per design mix is not
payable/recoverable separately. All work above plinth level upto floor V level. | 76.93 | cum | 11,700 ₹9,00,057.6 | 10,117.46 ₹7,78,315.96 | 11,568.4 ₹8,89,933.88 | 11,032.27 ₹8,48,690.47 | 10,058.9 ₹7,73,811.06 Lowest | 11,060 ₹8,50,823.68 | 12,234.65 ₹9,41,187.16 | 10,300 ₹7,92,358.4 | 11,060.2 ₹8,50,839.07 | 10,242.39 ₹7,87,926.58 |
| 1.01 | OD97990/2026-2027:Providing and laying in position machine batched and machine mixed design mix M-30 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 @ 340 kg/cum. Excess/less cement used as per design mix is not
payable/recoverable separately. All work upto plinth level. | 43.12 | cum | 9,970 ₹4,29,936.31 | 8,535.65 ₹3,68,082.83 | 9,759.74 ₹4,20,869.27 | 9,307.43 ₹4,01,364.3 | 8,486.24 ₹3,65,952.13 Lowest | 9,330 ₹4,02,337.59 | 10,321.83 ₹4,45,108.28 | 8,800 ₹3,79,482.4 | 9,331.3 ₹4,02,393.65 | 8,641.04 ₹3,72,627.57 |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: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) | 2.99 | cum | 8,000 ₹23,944 | 6,662.5 ₹19,940.86 | 7,617.97 ₹22,800.58 | 7,264.92 ₹21,743.91 | 6,623.94 ₹19,825.45 Lowest | 7,283 ₹21,798.02 | 8,056.71 ₹24,113.73 | 6,760 ₹20,232.68 | 7,283.65 ₹21,799.96 | 6,744.77 ₹20,187.1 |
Tender Value
₹80.5 L
EMD Value
₹50,000
Closing Date
26 Sept 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
PWD,Buildings Division, Palakkad
GENERAL-Budget 2025-26-Construction of School Building For Government Higher Secondary School Munnorkode, Palakkadwork-General Civil Work
2026_PWD_870729_1
PWD/BLDG/TR/5063/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
360 days
Munnorkode
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
30 Oct 2026
17 Sept 2026
29 Sept 2026
17 Sept 2026
26 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of new building for GHSS Munnurcode | |||||
| 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. | 300 | sqm | - | - |
| 1.002 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 201 | cum | - | - |
| 1.003 | OD97988/2026-2027:Random rubble masonry with hard stone in foundation and plinth up to plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand). | 37.63 | 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) | 26.6 | cum | - | - |
| 1.005 | 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. | 197.8 | cum | - | - |
| 1.006 | 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 | 45.64 | cum | - | - |
| 1.007 | OD97989/2026-2027:Providing and laying in position machine batched and machine mixed design mix M-30 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:- Note:- Cement content
considered in this item is @ 340 kg/cum. Excess/less cement used as per design mix is not
payable/recoverable separately. All work above plinth level upto floor V level. | 76.93 | cum | - | - |
| 1.008 | OD97990/2026-2027:Providing and laying in position machine batched and machine mixed design mix M-30 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 @ 340 kg/cum. Excess/less cement used as per design mix is not
payable/recoverable separately. All work upto plinth level. | 43.12 | cum | - | - |
| 1.009 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: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) | 2.99 | cum | - | - |
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