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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Fee/PreQual/Technical/Finance | ₹1.2 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.2 Cr+₹5.6 L (4.74%)Admitted-Fee/PreQual/Technical/Finance | ₹1.2 Cr+₹5.6 L (4.74%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.3 Cr+₹11.2 L (9.45%)Admitted-Fee/PreQual/Technical/Finance | ₹1.3 Cr+₹11.2 L (9.45%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.3 Cr+₹16.3 L (13.8%)Admitted-Fee/PreQual/Technical/Finance KOVIL VILAKATHU VEEDU KONCHIRAVILA MANACAUD P O | ₹1.3 Cr+₹16.3 L (13.8%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹1.4 Cr+₹17.2 L (14.5%)Admitted-Fee/PreQual/Technical/Finance NOUSHAD MANZIL PIRAPPANCODE PIRAPPANCODE P O 695607 | THIRUVANANTHAPURAM | KERALA | 695607 | ₹1.4 Cr+₹17.2 L (14.5%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | NOUSHAD.B L5 | Design Constructions L3 | J.Sathyadas L2 | S SASIDHARAN L1 | BINU PILOT S L6 | S KRISHNA KUMAR L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Ground | |||||||||
| 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 | 242.45 | cum | 337.55 ₹81,839.67 | 319 ₹77,342.19 | 309 ₹74,917.67 | 301.4 ₹73,075.03 Lowest | 400 ₹96,980.8 | 343.08 ₹83,180.43 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 1,740 | cum | 241.75 ₹4,20,645 | 229 ₹3,98,460 | 222 ₹3,86,280 | 215.87 ₹3,75,613.8 Lowest | 300 ₹5,22,000 | 245.71 ₹4,27,535.4 |
| 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) | 46.35 | cum | 7,443.93 ₹3,45,018.71 | 7,541 ₹3,49,517.81 | 6,900 ₹3,19,808.1 | 6,647.1 ₹3,08,086.44 Lowest | 8,109.18 ₹3,75,852.38 | 7,565.86 ₹3,50,670.05 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 8.85 | cum | 9,466.4 ₹83,777.64 | 8,874 ₹78,534.9 | 7,931 ₹70,189.35 | 7,738.95 ₹68,489.71 Lowest | 9,441.22 ₹83,554.8 | 8,808.66 ₹77,956.64 |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.8 | cum | 9,842.26 ₹76,769.63 | 9,756 ₹76,096.8 | 9,007 ₹70,254.6 | 8,788.7 ₹68,551.86 Lowest | 10,721.86 ₹83,630.51 | 10,003.5 ₹78,027.3 |
| 1.01 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 46.85 | cum | 9,159.19 ₹4,29,135.53 | 9,279 ₹4,34,748.99 | 8,900 ₹4,16,991.7 | 8,178.75 ₹3,83,198.97 Lowest | 10,000 ₹4,68,530 | 9,309.22 ₹4,36,164.88 |
| 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 | 894 | kilogram | 105.49 ₹94,308.06 | 102 ₹91,188 | 98 ₹87,612 | 94.2 ₹84,214.8 Lowest | 120 ₹1,07,280 | 107.22 ₹95,854.68 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 59 | sqm | 787.85 ₹46,483.15 | 729 ₹43,011 | 722 ₹42,598 | 703.5 ₹41,506.5 Lowest | 858.26 ₹50,637.34 | 800.76 ₹47,244.84 |
| 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 | 347.6 | sqm | 362.36 ₹1,25,956.34 | 355 ₹1,23,398 | 332 ₹1,15,403.2 | 323.55 ₹1,12,465.98 Lowest | 400 ₹1,39,040 | 368.29 ₹1,28,017.6 |
Tender Value
₹1.4 Cr
EMD Value
₹50,000
Closing Date
14 Aug 2026, 4:00 pmClosed
The Superintending Engineer
O/o the Superintending Engineer PWD Buildings South Circle Thiruvananthapuram
The renovation of Grama Panchayat Stadium,Kunnathukal.
2026_PWD_863838_1
PWD/BLDG/TR/14432/2024_5_1_1/2
Open Tender
Civil Works - Buildings
Item Rate
360 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
18 Aug 2026
3 Aug 2026
17 Aug 2026
3 Aug 2026
14 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Ground | |||||
| 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 | 0.8 | cum | - | - |
| 1.002 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | 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) | 1 | cum | - | - |
| 1.004 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.005 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.006 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| 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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