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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹70.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹72.9 L+₹2.7 L (3.80%)Admitted-Fee/PreQual/Technical/Finance | ₹72.9 L+₹2.7 L (3.80%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹73.5 L+₹3.2 L (4.56%)Admitted-Fee/PreQual/Technical/Finance | ₹73.5 L+₹3.2 L (4.56%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹74.4 L+₹4.2 L (5.96%)Admitted-Fee/PreQual/Technical/Finance | ₹74.4 L+₹4.2 L (5.96%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹77.9 L+₹7.7 L (10.9%)Admitted-Fee/PreQual/Technical/Finance | ₹77.9 L+₹7.7 L (10.9%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | J.Sathyadas L4 | Sooranad Labour Contract Co-Operatiive Society LTD No. Q1343 L5 | SHANAVAS ALIKUNJU L7 | SUNEER.A L1 | S AMBROSE AND CO L6 | SAJEEV MATHAI L3 | CONCORD STRUCTURES PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Building Proper - Ground Floor & First Floor | ||||||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 704 | sqm | 16 ₹11,264 | 16 ₹11,264 | 650 ₹4,57,600 | 15.46 ₹10,883.84 Lowest | 17.92 ₹12,615.68 | 16.36 ₹11,517.44 | 16 ₹11,264 |
| 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 | 285 | sqm | 122 ₹34,770 | 118 ₹33,630 Lowest | 290 ₹82,650 | 118.16 ₹33,675.6 | 132.24 ₹37,688.4 | 120.72 ₹34,405.2 | 120 ₹34,200 |
| 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 | 234.38 | cum | 328 ₹76,876.64 | 316 ₹74,064.08 | 200 ₹46,876 Lowest | 320.35 ₹75,083.63 | 354.48 ₹83,083.02 | 323.59 ₹75,843.02 | 321 ₹75,235.98 |
| 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 | 211.26 | cum | 119 ₹25,139.94 | 115 ₹24,294.9 Lowest | 180 ₹38,026.8 | 115.35 ₹24,368.84 | 129.11 ₹27,275.78 | 117.86 ₹24,899.1 | 117 ₹24,717.42 |
| 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) | 37.37 | cum | 7,235 ₹2,70,386.42 | 6,981 ₹2,60,893.93 | 7,800 ₹2,91,501.6 | 6,502.75 ₹2,43,020.77 Lowest | 7,817.25 ₹2,92,146.27 | 7,136.08 ₹2,66,689.58 | 7,087 ₹2,64,855.36 |
| 1.01 | OD298593/2025-2026:Derived from 5.33.1 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.
All work upto plinth level | 64.64 | cum | 10,012 ₹6,47,205.72 | 12,800 ₹8,27,430.4 | 10,800 ₹6,98,144.4 | 8,888.05 ₹5,74,550.22 Lowest | 10,818.29 ₹6,99,326.72 | 9,875.62 ₹6,38,389.7 | 9,808 ₹6,34,018.54 |
| 1.01 | OD298592/2025-2026:Derived from 5.33.2 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.
All work above plinth level upto floor V level | 125.54 | cum | 11,868 ₹14,89,908.72 | 13,000 ₹16,32,020 | 12,250 ₹15,37,865 | 10,666.87 ₹13,39,118.86 Lowest | 12,823.13 ₹16,09,815.74 | 11,705.76 ₹14,69,541.11 | 11,626 ₹14,59,528.04 |
| 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) | 4.37 | cum | 10,114 ₹44,218.41 | 9,759 ₹42,666.35 | 10,000 ₹43,720 | 9,090.52 ₹39,743.75 Lowest | 10,928.13 ₹47,777.78 | 9,975.88 ₹43,614.55 | 9,908 ₹43,317.78 |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 36 | cum | 7,609 ₹2,73,924 | 7,342 ₹2,64,312 | 8,250 ₹2,97,000 | 6,797.1 ₹2,44,695.6 Lowest | 8,221.86 ₹2,95,986.96 | 7,505.43 ₹2,70,195.48 | 7,454 ₹2,68,344 |
Tender Value
₹83.5 L
EMD Value
₹50,000
Closing Date
8 Jul 2026, 5:00 pmClosed
Executive Engineer
PWD Buildings Division Thiruvananthapuram
LAC-ADS DM GLPS Oruvathilkotta MLA ADS 2025-26 Construction of New Building for Devayani Memorial Govt LPS Oruvathikotta Phase I Sub structure and super structure works of two storey building Civil work
2026_PWD_858334_1
TR/2341/2026_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
240 days
Thiruvananthapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
14 Jul 2026
1 Jul 2026
13 Jul 2026
1 Jul 2026
8 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building Proper - Ground Floor & First Floor | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | OD298593/2025-2026:Derived from 5.33.1 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.
All work upto plinth level | 0.2 | cum | - | - |
| 1.007 | OD298592/2025-2026:Derived from 5.33.2 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.
All work above plinth level upto floor V level | - | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
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