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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹733.3 Cr+₹732.6 Cr (98109.0%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹74.2 L−₹46,312.88 (0.62%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹76.6 L+₹2.0 L (2.64%)Rejected-Finance 25 P NO 310 | L4 | Rejected-Finance L4 | |
| 5 | L5₹77.0 L+₹2.3 L (3.07%)Rejected-Finance NADUPILAKAL VADIKKETH CHOTHAYIL ROAD THODIYOOR | KANNUR | KERALA | 670511 | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | BLCCS LTD L3 | JOSE GEORGE L5 | RAFEEK L1 | AKHIL C SUNIL L2 | SHAJI.P L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A Building proper | ||||||||
| 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 | 191.31 | cum | 326 ₹62,368.36 | 336.81 ₹64,436.47 | 319.51 ₹61,126.74 | 324.75 ₹62,129.22 | 315 ₹60,263.91 Lowest |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 43.42 | cum | 119 ₹5,167.46 | 122.67 ₹5,326.82 | 116.59 ₹5,062.8 Lowest | 118.28 ₹5,136.19 | 125 ₹5,428 |
| 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) | 23.26 | cum | 7,218 ₹1,67,905.12 | 7,427.56 ₹1,72,779.9 | 7,059.48 ₹1,64,217.62 Lowest | 7,161.81 ₹1,66,598.02 | 7,500 ₹1,74,465 |
| 1.00 | 4.1.6: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 40 mm nominal size derived from natural sources) | 4.94 | cum | 7,611 ₹37,575.51 | 7,831.75 ₹38,665.35 | 7,443.96 ₹36,750.83 Lowest | 7,551.53 ₹37,281.9 | 8,000 ₹39,496 |
| 1.00 | OD225167/2025-2026:Providing and laying in position ready mixed M-30 grade concrete for reinforced cement
concrete work, using cement content as per approved design mix, manufactured in fully
automatic batching plant and transported to site of work in transit mixer for all leads, having
continuous agitated mixer, manufactured as per mix design of specified grade for reinforced
cement concrete work including pumping of R.M.C. from transit mixer to site of laying,
excluding the cost of centering, shuttering finishing and reinforcement including cost of
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 the Engineer -
in -charge. Note:- Cement content considered in this item is @340 kg/cum.
All work upto plinth level .(Excess/less cost of cement as per mix design is
not payable or recoverable) | 56.24 | cum | 9,990 ₹5,61,837.6 | 10,279.01 ₹5,78,091.52 | 9,770.42 ₹5,49,488.42 | 9,911.23 ₹5,57,407.58 | 9,500 ₹5,34,280 Lowest |
| 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. | 141.87 | cum | 289 ₹40,999.27 | 298.18 ₹42,301.6 | 283.02 ₹40,150.92 Lowest | 287.51 ₹40,787.89 | 300 ₹42,559.8 |
| 1.01 | OD225169/2025-2026:Providing and laying in position ready mixed M-30 grade concrete for reinforced cement
concrete work, using cement content as per approved design mix, manufactured in fully
automatic batching plant and transported to site of work in transit mixer for all leads, having
continuous agitated mixer, manufactured as per mix design of specified grade for reinforced
cement concrete work including pumping of R.M.C. from transit mixer to site of laying,
excluding the cost of centering, shuttering finishing and reinforcement including cost of
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 the Engineer -
in -charge. Note:- Cement content considered in this item is @340 kg/cum.
All work above plinth level upto floor V level.(Excess/less cost of cement as per mix design is
not payable or recoverable) | 97.77 | cum | 11,840 ₹11,57,561.28 | 12,183.9 ₹11,91,183.35 | 11,580.68 ₹11,32,208.34 | 11,747.97 ₹11,48,563.78 | 11,000 ₹10,75,437 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 6,683.6 | kilogram | 102 ₹6,81,727.2 | 105.27 ₹7,03,582.57 | 102 ₹6,81,727.2 | 101.5 ₹6,78,385.4 Lowest | 110 ₹7,35,196 |
| 1.01 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 13,175.58 | kg | 102 ₹13,43,909.16 | 105.27 ₹13,86,993.31 | 102 ₹13,43,909.16 | 101.5 ₹13,37,321.37 Lowest | 110 ₹14,49,313.8 |
Tender Value
₹82.2 L
EMD Value
₹50,000
Closing Date
6 Jul 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer PWD Buildings Division Kollam
GENERAL Construction of a new building for G o v t . U P S K i z h a k ke Thevalakkara,Mynagappally New Block General Civil Work
2026_PWD_856911_1
PWD/BLDG/TR/19493/2025
Open Tender
Civil Works - Buildings
Item Rate
540 days
Kizhakke thevalakkara
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
19 Aug 2026
20 Jun 2026
8 Jul 2026
20 Jun 2026
6 Jul 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A Building proper | |||||
| 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 | 0.6 | cum | - | - |
| 1.002 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 4.1.6: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 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.005 | OD225167/2025-2026:Providing and laying in position ready mixed M-30 grade concrete for reinforced cement
concrete work, using cement content as per approved design mix, manufactured in fully
automatic batching plant and transported to site of work in transit mixer for all leads, having
continuous agitated mixer, manufactured as per mix design of specified grade for reinforced
cement concrete work including pumping of R.M.C. from transit mixer to site of laying,
excluding the cost of centering, shuttering finishing and reinforcement including cost of
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 the Engineer -
in -charge. Note:- Cement content considered in this item is @340 kg/cum.
All work upto plinth level .(Excess/less cost of cement as per mix design is
not payable or recoverable) | - | 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. | 0.4 | cum | - | - |
| 1.007 | OD225169/2025-2026:Providing and laying in position ready mixed M-30 grade concrete for reinforced cement
concrete work, using cement content as per approved design mix, manufactured in fully
automatic batching plant and transported to site of work in transit mixer for all leads, having
continuous agitated mixer, manufactured as per mix design of specified grade for reinforced
cement concrete work including pumping of R.M.C. from transit mixer to site of laying,
excluding the cost of centering, shuttering finishing and reinforcement including cost of
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 the Engineer -
in -charge. Note:- Cement content considered in this item is @340 kg/cum.
All work above plinth level upto floor V level.(Excess/less cost of cement as per mix design is
not payable or recoverable) | 0.8 | cum | - | - |
| 1.008 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | - | kilogram | - | - |
| 1.009 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kg | - | - |
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