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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹1.4 Cr+₹1.3 L (0.99%)Accepted-Finance ANAS MANZIL KALLELIBHAGOM KARUNAGAPPALLY 690519 KOLLAM DIST KERALA | KOLLAM | KERALA | 690519 | L2 | Accepted-Finance L2 | |
| 3 | L3₹1.4 Cr+₹5.9 L (4.40%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹1.5 Cr+₹11.9 L (8.84%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹1.6 Cr+₹20.3 L (15.1%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Riyas .A L3 | BINUKUMAR N L6 | m/s Chandra Mohanan Pillai B L1 | SUNIL KUMAR A CONTRACTOR L5 | anees rahim L2 | BINU PILOT S L7 | Jomon joseph L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Building proper | ||||||||||
| 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 | 262.91 | cum | 314 ₹82,553.11 | 379.86 ₹99,868.23 | 300 ₹78,872.4 Lowest | 320 ₹84,130.56 | 310 ₹81,501.48 | 388.5 ₹1,02,139.76 | 330 ₹86,759.64 |
| 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) | 37.71 | cum | 6,941 ₹2,61,752.05 | 8,377.13 ₹3,15,909.95 | 6,700 ₹2,52,663.7 Lowest | 7,600 ₹2,86,603.6 | 6,800 ₹2,56,434.8 | 8,567.52 ₹3,23,089.75 | 7,200 ₹2,71,519.2 |
| 1.00 | 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) | 8.8 | cum | 7,498 ₹66,004.89 | 9,049.01 ₹79,658.44 | 7,150 ₹62,941.45 Lowest | 8,200 ₹72,184.6 | 7,200 ₹63,381.6 | 9,254.67 ₹81,468.86 | 7,900 ₹69,543.7 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 144.82 | sqm | 338 ₹48,947.81 | 407.78 ₹59,053.07 | 325 ₹47,065.2 | 370 ₹53,581.92 | 320 ₹46,341.12 Lowest | 417.05 ₹60,395.51 | 340 ₹49,237.44 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 667.3 | sqm | 667 ₹4,45,091.1 | 805.6 ₹5,37,579.3 | 645 ₹4,30,410.44 | 730 ₹4,87,131.19 | 630 ₹4,20,400.89 Lowest | 823.91 ₹5,49,797.61 | 700 ₹4,67,112.1 |
| 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 | 11,322 | kilogram | 98.43 ₹11,14,424.46 | 118.73 ₹13,44,261.06 | 94 ₹10,64,268 Lowest | 112 ₹12,68,064 | 94 ₹10,64,268 Lowest | 121.42 ₹13,74,717.24 | 103 ₹11,66,166 |
| 1.01 | OD124453/2026-2027: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 @340kg/cum and excess cement cost is not payable.Excess/less cost of cement as per mix design is not payable or recoverable.
All work up to plinth level | 75.48 | cum | 9,606 ₹7,25,060.88 | 11,593.12 ₹8,75,048.7 | 9,200 ₹6,94,416 Lowest | 10,500 ₹7,92,540 | 9,450 ₹7,13,286 | 11,856.6 ₹8,94,936.17 | 9,900 ₹7,47,252 |
| 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. | 228.87 | cum | 278 ₹63,625.86 | 336.3 ₹76,968.98 | 260 ₹59,506.2 | 300 ₹68,661 | 280 ₹64,083.6 | 343.95 ₹78,719.84 | 250 ₹57,217.5 Lowest |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 26.57 | cum | 638 ₹16,954.21 | 770.24 ₹20,468.36 | 619 ₹16,449.31 Lowest | 700 ₹18,601.8 | 620 ₹16,475.88 | 787.74 ₹20,933.4 | 780 ₹20,727.72 |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
2 Nov 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer
The Superintending Engineer, O/o the Superintending Engineer, Public Works Department (PWD), Buildings South Circle, Thiruvananthapuram
This proposal is for constructing a two-storey school building with 7 classrooms and separate toilets for boys and girls.
2026_PWD_881799_1
PWD/BLDG/TR/13463/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
540 days
Kollam
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
6 Nov 2026
23 Oct 2026
5 Nov 2026
23 Oct 2026
2 Nov 2026
23 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building proper | |||||
| 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 | 262.91 | cum | - | - |
| 1.002 | 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) | 37.71 | cum | - | - |
| 1.003 | 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) | 8.8 | cum | - | - |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 144.82 | sqm | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 667.3 | sqm | - | - |
| 1.006 | 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 | 11,322 | kilogram | - | - |
| 1.007 | OD124453/2026-2027: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 @340kg/cum and excess cement cost is not payable.Excess/less cost of cement as per mix design is not payable or recoverable.
All work up to plinth level | 75.48 | cum | - | - |
| 1.008 | 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. | 228.87 | cum | - | - |
| 1.009 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 26.57 | cum | - | - |
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