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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.2 L+₹95,448.50 (8.46%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Raj Enterprise L2 | SIDDHEE CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil | 96 | Cum | 250 ₹24,000 Lowest | 260 ₹24,960 |
| 2.00 | Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft rock not requiring Blasting | 19.2 | Cum | 300 ₹5,760 Lowest | 400 ₹7,680 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceding 20cm in depth: consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5m | 72.58 | Cum | 220 ₹15,967.6 | 100 ₹7,258 Lowest |
| 4.00 | Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth | 6.4 | Cum | 6,000 ₹38,400 | 5,000 ₹32,000 Lowest |
| 5.00 | Providing material & labour for laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of Columns and Mass concrete. (upto 10 ton) | 25.31 | Cum | 9,500 ₹2,40,445 | 6,500 ₹1,64,515 Lowest |
| 6.00 | Providing material & labour for centering and shuttering including strutting, propping etc. and removal of form for Foundation, footings, bases of column etc. for mass concrete & footing | 59.4 | Sq.mtr | 300 ₹17,820 Lowest | 550 ₹32,670 |
| 7.00 | Providing material & labour for laying controlled cement concrete M.250 and curing complete including the cost of formwork but excluding the cost of reinforcement for reinforced concrete work in (D) Columns, Pillars posts and struts, upto floor two level. (upto 10 ton) upto Ground Floor Roof | 9.45 | Cum | 11,000 ₹1,03,950 | 7,500 ₹70,875 Lowest |
| 8.00 | Providing material & labour for laying controlled cement concrete M.250 and curing complete including the cost of formwork but excluding the cost of reinforcement for reinforced concrete work in (C) Beams, upto floor two level. Plinth & G.F Roof Beam (more than 10 ton) | 6.12 | Cum | 11,500 ₹70,380 | 8,000 ₹48,960 Lowest |
| 9.00 | Providing material & labour for laying controlled cement concrete M.200 and curing complete including the cost of formwork but excluding the cost of reinforcement for reinforced concrete work in (C) Slabs, landing, shelves, Balconies Lintels, Beams, Griders and Cantilever upto floor two level (upto 10 ton) Coping (Plinth Level) | 1.46 | Cum | 12,000 ₹17,520 | 8,500 ₹12,410 Lowest |
| 10.00 | Providing material & labour for TMT Bar FE 500/500D reinforcement (TATA, ESSAR, SAIL, JSW OR BHUSAN make) for R.C.C. work including bending, binding and placing in position complete upto floor two level | 4,525.65 | kg | 82 ₹3,71,103.3 | 76 ₹3,43,949.4 Lowest |
Tender Value
₹8.3 L
EMD Value
₹17,000
Closing Date
3 Jun 2026, 2:00 pmClosed
Executive Engineer, PWD,WD-I(B),DNH,Silvassa
PWD Campus Block No.I(Bldg), DNH, Silvassa
Re-Construction of Boundary Wall for High School at Village Surangi, DNH. (4th Call)
2026_UTDNH_8090_1
E-TENDER NOTICE NO.17 OF 2026-27 (BLDG)
Open Tender
Civil Works - Buildings
Item Rate
180 days
UT OF DNH
As per NIT refer
3 documents required · 3 mandatory
₹500
Executive Engineer, PWD,WD-I(B),DNH,Silvassa
₹17,000
6 Oct 2026
27 May 2026
3 Jun 2026
27 May 2026
3 Jun 2026
27 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil | 96 | Cum | - | - |
| 2 | Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft rock not requiring Blasting | 19.2 | Cum | - | - |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceding 20cm in depth: consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5m | 72.58 | Cum | - | - |
| 4 | Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth | 6.4 | Cum | - | - |
| 5 | Providing material & labour for laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of Columns and Mass concrete. (upto 10 ton) | 25.31 | Cum | - | - |
| 6 | Providing material & labour for centering and shuttering including strutting, propping etc. and removal of form for Foundation, footings, bases of column etc. for mass concrete & footing | 59.4 | Sq.mtr | - | - |
| 7 | Providing material & labour for laying controlled cement concrete M.250 and curing complete including the cost of formwork but excluding the cost of reinforcement for reinforced concrete work in (D) Columns, Pillars posts and struts, upto floor two level. (upto 10 ton) upto Ground Floor Roof | 9.45 | Cum | - | - |
| 8 | Providing material & labour for laying controlled cement concrete M.250 and curing complete including the cost of formwork but excluding the cost of reinforcement for reinforced concrete work in (C) Beams, upto floor two level. Plinth & G.F Roof Beam (more than 10 ton) | 6.12 | Cum | - | - |
| 9 | Providing material & labour for laying controlled cement concrete M.200 and curing complete including the cost of formwork but excluding the cost of reinforcement for reinforced concrete work in (C) Slabs, landing, shelves, Balconies Lintels, Beams, Griders and Cantilever upto floor two level (upto 10 ton) Coping (Plinth Level) | 1.46 | Cum | - | - |
| 10 | Providing material & labour for TMT Bar FE 500/500D reinforcement (TATA, ESSAR, SAIL, JSW OR BHUSAN make) for R.C.C. work including bending, binding and placing in position complete upto floor two level | 4,525.65 | kg | - | - |
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