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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC ANAS MANZIL KALLELIBHAGOM KARUNAGAPPALLY 690519 KOLLAM DIST KERALA | KOLLAM | KERALA | 690519 | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 Cr+₹2.4 L (1.74%)Rejected-AOC | ₹1.4 Cr+₹2.4 L (1.74%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.5 Cr+₹9.6 L (7.02%)Rejected-Finance | ₹1.5 Cr+₹9.6 L (7.02%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.6 Cr+₹22.6 L (16.5%)Rejected-Finance | ₹1.6 Cr+₹22.6 L (16.5%) | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | DAVID RAJ L2 | anees rahim L1 | M PRADEEPKUMAR L3 | SAJEEV MATHAI L4 |
|---|---|---|---|---|---|---|---|
| 1.00BUILDING | |||||||
| 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 | 1,000 | sqm | 15 ₹15,000 Lowest | 15 ₹15,000 Lowest | 17 ₹17,000 | 18.22 ₹18,220 |
| 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 | 521.79 | cum | 316 ₹1,64,887.22 | 300 ₹1,56,538.5 Lowest | 331 ₹1,72,714.15 | 360.37 ₹1,88,039.26 |
| 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 | 147.16 | cum | 115 ₹16,922.94 Lowest | 120 ₹17,658.72 | 120 ₹17,658.72 | 131.25 ₹19,314.23 |
| 1.00 | 2.18.1:Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete ( Measurements to be taken of the face area timbered):Depth not exceeding 1.5 m | 552.6 | sqm | 131 ₹72,390.6 | 130 ₹71,838 Lowest | 138 ₹76,258.8 | 149.65 ₹82,696.59 |
| 1.00 | 2.18.2:Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete ( Measurements to be taken of the face area timbered):Depth exceeding 1.5 m but exceeding 3 m | 194.46 | sqm | 147 ₹28,585.62 | 140 ₹27,224.4 Lowest | 155 ₹30,141.3 | 168.55 ₹32,776.23 |
| 1.01 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 38.38 | hour | 303 ₹11,627.63 | 280 ₹10,745 Lowest | 318 ₹12,203.25 | 346.16 ₹13,283.89 |
| 1.01 | 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) | 73.19 | cum | 6,973 ₹5,10,332.95 | 6,700 ₹4,90,352.9 Lowest | 7,307 ₹5,34,777.41 | 7,947 ₹5,81,617.09 |
| 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) | 6.38 | cum | 9,749 ₹62,237.62 | 9,500 ₹60,648 Lowest | 10,214 ₹65,206.18 | 11,109.51 ₹70,923.11 |
| 1.01 | OD97902/2024-2025: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 upto plinth level. | 194.27 | cum | 9,625 ₹18,69,887.25 | 9,500 ₹18,45,603 Lowest | 10,111 ₹19,64,304.41 | 10,997.84 ₹21,36,594.37 |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
10 Jul 2026, 4:00 pmClosed
The Superintending Engineer
O/o the Superintending Engineer, Public Works Department (PWD), Buildings South Circle, Thiruvananthapuram
GENERAL- CHC Anchuthengu-Construction of new buiding in CHC Anchuthengu-General Civil Work-1
2026_PWD_858512_1
PWD/BLDG/TR/95070/2021_5_1/1
Open Tender
Civil Works - Buildings
Item Rate
450 days
Thiruvananthapuram
Please refer Tender documents.
6 documents required · 6 mandatory
₹6,508
Yes
₹50,000
Yes
14 Sept 2026
1 Jul 2026
15 Jul 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING | |||||
| 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 | 2.8.1: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 | - | - |
| 1.003 | 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 | 0.4 | cum | - | - |
| 1.004 | 2.18.1:Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete ( Measurements to be taken of the face area timbered):Depth not exceeding 1.5 m | - | sqm | - | - |
| 1.005 | 2.18.2:Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete ( Measurements to be taken of the face area timbered):Depth exceeding 1.5 m but exceeding 3 m | - | sqm | - | - |
| 1.006 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | - | hour | - | - |
| 1.007 | 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) | 0.8 | 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) | - | cum | - | - |
| 1.009 | OD97902/2024-2025: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 upto plinth level. | 0.6 | cum | - | - |
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