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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹63.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹64.4 L+₹67,224.98 (1.05%)Admitted-Fee/PreQual/Technical/Finance | ₹64.4 L+₹67,224.98 (1.05%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹65.3 L+₹1.5 L (2.40%)Admitted-Fee/PreQual/Technical/Finance | ₹65.3 L+₹1.5 L (2.40%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹65.7 L+₹1.9 L (3.01%)Admitted-Fee/PreQual/Technical/Finance | ₹65.7 L+₹1.9 L (3.01%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹65.9 L+₹2.2 L (3.42%)Admitted-Fee/PreQual/Technical/Finance | ₹65.9 L+₹2.2 L (3.42%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VIPIN RAJ N I L2 | Ashoka Kumar.T L1 | SAMRIDHI STRUCTURES L6 | BINUKUMAR N L3 | VISHNU R P L9 | ANOOP R L4 | Thiruvananthapuram Allied Labour Contract Organisation L10 | MOHAMMED ASLAM P L13 | GEORGE KURIAN L11 | SUNEER.A L5 | SIJENDRA INNOTECH SOLUTIONS L8 | SHINU P S L12 | MUHAMMED FAYAS E L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00specification | ||||||||||||||||
| 1.00 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 160 | sqm | 114 ₹18,240 | 100 ₹16,000 | 80 ₹12,800 | 115.51 ₹18,481.6 | 105 ₹16,800 | 116.19 ₹18,590.4 | 122.09 ₹19,534.4 | 147.47 ₹23,595.2 | 75 ₹12,000 Lowest | 115.23 ₹18,436.8 | 119 ₹19,040 | 150 ₹24,000 | 119.2 ₹19,072 |
| 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 | 184.31 | cum | 305 ₹56,213.94 | 250 ₹46,077 | 120 ₹22,116.96 Lowest | 309.62 ₹57,065.44 | 290 ₹53,449.32 | 311.46 ₹57,404.57 | 327.27 ₹60,318.48 | 395.3 ₹72,856.95 | 300 ₹55,292.4 | 301.53 ₹55,574.39 | 321 ₹59,162.87 | 310 ₹57,135.48 | 319.54 ₹58,893.78 |
| 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) | 27.69 | cum | 6,755 ₹1,87,059.46 | 7,000 ₹1,93,844 | 7,600 ₹2,10,459.2 | 6,827.93 ₹1,89,079.04 | 6,200 ₹1,71,690.4 Lowest | 6,868.48 ₹1,90,201.95 | 7,217.17 ₹1,99,857.87 | 8,717.37 ₹2,41,401.41 | 8,500 ₹2,35,382 | 6,973.89 ₹1,93,120.96 | 7,089 ₹1,96,308.59 | 7,180 ₹1,98,828.56 | 7,046.87 ₹1,95,141.92 |
| 1.00 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 11.02 | cum | 6,200 ₹68,299.2 | 6,500 ₹71,604 | 6,800 ₹74,908.8 | 5,801.28 ₹63,906.9 Lowest | 6,200 ₹68,299.2 | 5,835.73 ₹64,286.4 | 6,131.99 ₹67,550 | 7,406.62 ₹81,591.33 | 8,800 ₹96,940.8 | 5,856.39 ₹64,513.99 | 6,023 ₹66,349.37 | 7,700 ₹84,823.2 | 6,131.99 ₹67,550 |
| 1.00 | OD356713/2025-2026: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 or less cement used as per design mix is not payable or recoverable separately. - upto plinth beam | 59.95 | cum | 9,350 ₹5,60,569.9 Lowest | 11,000 ₹6,59,494 | 10,000 ₹5,99,540 | 9,449.17 ₹5,66,515.54 | 11,000 ₹6,59,494 | 9,505.28 ₹5,69,879.56 | 9,987.84 ₹5,98,810.96 | 12,063.96 ₹7,23,282.66 | 12,000 ₹7,19,448 | 9,538.94 ₹5,71,897.61 | 9,810 ₹5,88,148.74 | 15,500 ₹9,29,287 | 9,752 ₹5,84,671.41 |
| 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. | 170.84 | cum | 275 ₹46,979.9 | 200 ₹34,167.2 | 110 ₹18,791.96 Lowest | 274.11 ₹46,827.86 | 255 ₹43,563.18 | 275.74 ₹47,106.32 | 289.74 ₹49,498.02 | 349.97 ₹59,787.47 | 350 ₹59,792.6 | 266.95 ₹45,604.67 | 284 ₹48,517.42 | 285 ₹48,688.26 | 282.9 ₹48,329.5 |
| 1.01 | OD356712/2025-2026: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 or less cement used as per design mix is not payable or recoverable separately.- All work Above Plinth level up to floor V level | 57.05 | cum | 11,100 ₹6,33,266.1 | 12,000 ₹6,84,612 | 11,800 ₹6,73,201.8 | 11,200.28 ₹6,38,987.17 | 11,000 ₹6,27,561 Lowest | 11,266.79 ₹6,42,781.64 | 11,838.78 ₹6,75,414.24 | 14,299.65 ₹8,15,809.33 | 14,000 ₹7,98,714 | 11,173.68 ₹6,37,469.62 | 11,629 ₹6,63,446.08 | 15,200 ₹8,67,175.2 | 11,559 ₹6,59,452.51 |
| 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) | 2.52 | cum | 7,300 ₹18,396 | 8,000 ₹20,160 | 8,100 ₹20,412 | 7,375.55 ₹18,586.39 | 7,000 ₹17,640 Lowest | 7,419.35 ₹18,696.76 | 7,796.01 ₹19,645.95 | 9,416.53 ₹23,729.66 | 8,500 ₹21,420 | 7,533.22 ₹18,983.71 | 7,658 ₹19,298.16 | 7,140 ₹17,992.8 | 7,612 ₹19,182.24 |
| 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 | 103.68 | sqm | 330 ₹34,214.4 | 275 ₹28,512 Lowest | 350 ₹36,288 | 332.37 ₹34,460.12 | 310 ₹32,140.8 | 334.34 ₹34,664.37 | 351.32 ₹36,424.86 | 424.34 ₹43,995.57 | 450 ₹46,656 | 327.63 ₹33,968.68 | 345 ₹35,769.6 | 380 ₹39,398.4 | 343 ₹35,562.24 |
Tender Value
₹77.5 L
EMD Value
₹50,000
Closing Date
29 Jun 2026, 5:00 pmClosed
Executive Engineer
PWD Buildings Division Thiruvananthapuram
General-Budget 2025-26 Construction of new building for Govt UPS Ramapuram Civil work
2026_PWD_856838_1
PWD/BLDG/TR/7178/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
365 days
Thiruvananthapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
2 Jul 2026
20 Jun 2026
2 Jul 2026
20 Jun 2026
29 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1specification | |||||
| 1.001 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | - | 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 | 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 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
| 1.005 | OD356713/2025-2026: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 or less cement used as per design mix is not payable or recoverable separately. - upto plinth beam | - | 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 | OD356712/2025-2026: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 or less cement used as per design mix is not payable or recoverable separately.- All work Above Plinth level up to floor V level | - | cum | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
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