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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹64.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹64.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹64.6 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹64.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹64.9 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹65.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹65.0 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹66.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹66.1 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AZHICODE LABOUR CONTRACT CO-OPERATIVE SOCIETY T 1544 L9 | SUNILKUMAR L6 | Ashoka Kumar.T L1 | M PRADEEPKUMAR L7 | M ABOOBAKER KUNJU L2 | GEORGE KURIAN L8 | ANOOP R L3 | MUHAMMED FAYAS E L5 | SUNEER.A L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 210 | sqm | 124.15 ₹26,071.5 | 115.92 ₹24,343.2 | 80 ₹16,800 Lowest | 119.91 ₹25,181.1 | 112.49 ₹23,622.9 | 85 ₹17,850 | 113.04 ₹23,738.4 | 113 ₹23,730 | 112.15 ₹23,551.5 |
| 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 | 230.4 | cum | 332.79 ₹76,673.15 | 310.72 ₹71,588.33 | 250 ₹57,598.75 Lowest | 321.42 ₹74,053.56 | 301.53 ₹69,471 | 250 ₹57,598.75 Lowest | 303 ₹69,809.69 | 300 ₹69,118.5 | 308.33 ₹71,037.69 |
| 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 | 49.39 | cum | 121.21 ₹5,986.56 | 113.17 ₹5,589.47 | 100 ₹4,939 | 117.07 ₹5,782.09 | 109.82 ₹5,424.01 | 80 ₹3,951.2 Lowest | 110.36 ₹5,450.68 | 111 ₹5,482.29 | 117.86 ₹5,821.11 |
| 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) | 43.78 | cum | 7,338.81 ₹3,21,315.12 | 6,852.26 ₹3,00,012.5 | 6,900 ₹3,02,102.7 | 7,088.23 ₹3,10,343.97 | 6,649.53 ₹2,91,136.37 | 7,000 ₹3,06,481 | 6,681.96 ₹2,92,556.25 | 6,400 ₹2,80,211.2 | 6,227.85 ₹2,72,673.96 Lowest |
| 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 | 20.16 | cum | 6,235.34 ₹1,25,704.45 | 5,821.95 ₹1,17,370.51 | 5,540 ₹1,11,686.4 Lowest | 6,022.44 ₹1,21,412.39 | 5,649.7 ₹1,13,897.95 | 7,800 ₹1,57,248 | 5,677.26 ₹1,14,453.56 | 6,625 ₹1,33,560 | 5,709.98 ₹1,15,113.2 |
| 1.01 | OD246818/2025-2026: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 not recoverable separately..All work upto plinth level | 67.19 | cum | 10,156.17 ₹6,82,413.37 | 9,482.84 ₹6,37,170.99 | 9,000 ₹6,04,728 | 9,809.4 ₹6,59,113.2 | 9,202.28 ₹6,18,319.6 | 12,500 ₹8,39,900 | 9,247.17 ₹6,21,335.85 | 9,450 ₹6,34,964.4 | 8,637.29 ₹5,80,356.79 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. | 208.95 | cum | 294.62 ₹61,561.44 | 275.09 ₹57,480.61 | 250 ₹52,238 Lowest | 284.56 ₹59,459.38 | 266.95 ₹55,779.74 | 250 ₹52,238 Lowest | 268.25 ₹56,051.37 | 260 ₹54,327.52 | 260.28 ₹54,386.03 |
| 1.01 | OD246824/2025-2026: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 | 58.97 | cum | 12,038.31 ₹7,09,887.1 | 11,240.19 ₹6,62,822.76 | 11,000 ₹6,48,659 | 11,627.28 ₹6,85,649.07 | 10,907.64 ₹6,43,212.62 | 12,500 ₹7,37,112.5 | 10,960.85 ₹6,46,350.36 | 11,000 ₹6,48,659 | 10,307.6 ₹6,07,828.86 Lowest |
| 1.01 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing: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) | 5.67 | cum | 10,259.29 ₹58,221.47 | 9,579.11 ₹54,361.45 | 9,000 ₹51,075 Lowest | 9,909 ₹56,233.58 | 9,295.71 ₹52,753.15 | 9,000 ₹51,075 Lowest | 9,341.05 ₹53,010.46 | 9,500 ₹53,912.5 | 9,173.62 ₹52,060.29 |
Tender Value
₹78.8 L
EMD Value
₹50,000
Closing Date
31 Jul 2026, 5:00 pmClosed
Executive Engineer
PWD Buildings Division Thiruvananthapuram
General-Construction of School building for Govt LPS Chullimanoor Civil work
2026_PWD_862285_1
TR/22935/2025_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
4 Aug 2026
24 Jul 2026
4 Aug 2026
24 Jul 2026
31 Jul 2026
24 Jul 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 | - | cum | - | - |
| 1.003 | 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 | - | 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) | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD246818/2025-2026: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 not recoverable separately..All work upto plinth level | 0.8 | cum | - | - |
| 1.007 | 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. | 0.8 | cum | - | - |
| 1.008 | OD246824/2025-2026: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 | - | - |
| 1.009 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing: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) | 1 | cum | - | - |
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