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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.0 LAccepted-AOC | ₹68.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹73.0 LRejected-AOC DADRA AND NAGER HAVELI DN | DADRA AND NAGAR HAVELI | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396193 | ₹73.0 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Ekta Construction L2 | Subhash Construction 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.(A) Loose or soft soil | 563.35 | Cu.mt | 250 ₹1,40,837.5 Lowest | 260 ₹1,46,471 |
| 2.00 | Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil | 119.25 | Cu.mt | 250 ₹29,812.5 Lowest | 260 ₹31,005 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. | 682.6 | Cu.mt | 250 ₹1,70,650 Lowest | 260 ₹1,77,476 |
| 4.00 | Providing material and labour for laying Plain cement concrete M15 in Foundation and Plinth including cost of formwork, compacting, finishing, curing etc complete for all level, all height/ depth as directed by engineer in charge. | 201.13 | Cu.mt | 7,000 ₹14,07,910 | 5,000 ₹10,05,650 Lowest |
| 5.00 | Providing and 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) | 68.69 | Cu.mt | 300 ₹20,607 Lowest | 10,000 ₹6,86,900 |
| 6.00 | Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete. (upto 10 ton) | 114.48 | Sq.mt | 300 ₹34,344 | 250 ₹28,620 Lowest |
| 7.00 | Providing and laying controlled cement concrete M.250 and curing complete including the cost of formwork and reinforcement for reinforced concrete work in (D) Columns, Pillars posts and struts, upto floor two level. (upto 10 ton) | 21.96 | Cu.mt | 15,000 ₹3,29,400 | 10,500 ₹2,30,580 Lowest |
| 8.00 | Providing and laying controlled cement concrete M.250 and curing complete including the cost of formwork and excluding cost of reinforcement for reinforced concrete work in Lintels, Beams, Girders and Cantilever upto floor two level etc complete as directed by Engineer-incharge. | 32.78 | Cu.mt | 15,000 ₹4,91,700 | 10,500 ₹3,44,190 Lowest |
| 9.00 | Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (upto 10 ton) | 9,675.4 | Kg. | 90 ₹8,70,786 | 80 ₹7,74,032 Lowest |
| 10.00 | Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in Above plinth level upto floor level two in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) Conventional (upto 10 ton) | 74 | Cum | 7,000 ₹5,18,000 | 6,800 ₹5,03,200 Lowest |
Tender Value
₹56.3 L
EMD Value
₹1.1 L
Closing Date
9 Apr 2026, 2:00 pmClosed
Executive Engineer, PWD,WD-I(B),DNH,Silvassa
PWD Campus Block No.I(Bldg), DNH, Silvassa
Providing Compound Wall and Land Scaping at Boys Hostel Amboli.
2026_UTDNH_7978_1
E-TENDER NOTICE NO.60 OF 2025-26 (BLDG)
Open Tender
Civil Works - Buildings
Item Rate
90 days
UT OF DNH
As per NIT refer
3 documents required · 3 mandatory
₹1,000
Office of DNH
₹1.1 L
25 Apr 2026
30 Mar 2026
9 Apr 2026
30 Mar 2026
9 Apr 2026
30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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.(A) Loose or soft soil | |||||
| 2Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil | |||||
| 3Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. | |||||
| 4Providing material and labour for laying Plain cement concrete M15 in Foundation and Plinth including cost of formwork, compacting, finishing, curing etc complete for all level, all height/ depth as directed by engineer in charge. | |||||
| 5Providing and 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) | |||||
| 6Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete. (upto 10 ton) | |||||
| 7Providing and laying controlled cement concrete M.250 and curing complete including the cost of formwork and reinforcement for reinforced concrete work in (D) Columns, Pillars posts and struts, upto floor two level. (upto 10 ton) | |||||
| 8Providing and laying controlled cement concrete M.250 and curing complete including the cost of formwork and excluding cost of reinforcement for reinforced concrete work in Lintels, Beams, Girders and Cantilever upto floor two level etc complete as directed by Engineer-incharge. | |||||
| 9Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (upto 10 ton) | |||||
| 10Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in Above plinth level upto floor level two in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) Conventional (upto 10 ton) | |||||
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