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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.1 LAccepted-AOC DADRA AND NAGER HAVELI DN | DADRA AND NAGAR HAVELI | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396193 | ₹20.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.6 LRejected-AOC 475 OPP DAMAN GANGA COLONY GAYTRI MANDIR ROAD AMLI SILVASSA 396230 U T OF D NH | DADRA AND NAGAR HAVELI | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396230 | ₹20.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | H M Parmar L1 | S K PARMAR L2 |
|---|---|---|---|---|---|
| 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 | 16.33 | Cu.mt | 2,500 ₹40,825 | 300 ₹4,899 Lowest |
| 2.00 | Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil and disposal of the surplus excavated soil as directed within a lead of 50 Meter for following diameter of pipes.(iii) 300 mm | 17 | Each | 4,000 ₹68,000 | 2,000 ₹34,000 Lowest |
| 3.00 | Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth | 4.02 | Cu.mt | 9,000 ₹36,180 | 6,000 ₹24,120 Lowest |
| 4.00 | Providing and laying controlled cement concrete M.250 work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (B) COLUMNS | 6.8 | Cu.mt | 18,000 ₹1,22,400 Lowest | 20,000 ₹1,36,000 |
| 5.00 | Providing and laying controlled cement concrete M.250 work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (A) BEAMS | 11.94 | Cu.mt | 18,000 ₹2,14,920 Lowest | 20,000 ₹2,38,800 |
| 6.00 | Brick work using common burnt clay building bricks having
crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional | 6.89 | Cu.mt | 1,000 ₹6,890 Lowest | 10,000 ₹68,900 |
| 7.00 | Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level | 2,451.97 | Kg | 30 ₹73,559.1 Lowest | 75 ₹1,83,897.75 |
| 8.00 | Providing and fixing M.S. grills of required pattern to wooden
frames of windows etc. with M.S. flats at required spacings and frame alround, square or round bars with round headed bolts and nuts or by screws. (B) ORNAMENTAL GRILL | 5,991.89 | Kg | 165 ₹9,88,661.85 | 150 ₹8,98,783.5 Lowest |
| 9.00 | 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete. | 338.1 | Sq.mt | 380 ₹1,28,478 Lowest | 600 ₹2,02,860 |
| 10.00 | Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete | 338.1 | Sq.mt | 450 ₹1,52,145 | 200 ₹67,620 Lowest |
Tender Value
₹17.2 L
EMD Value
₹34,500
Closing Date
10 Apr 2026, 2:00 pmClosed
Executive Engineer, PWD,WD-I(B),DNH,Silvassa
PWD Campus Block No.I(Bldg),DNH, Silvassa
Construction of Compound wall at Collector office, Silvassa.
2026_UTDNH_7979_1
E-TENDER NOTICE NO.01 OF 2026-27 (BLDG)
Open Tender
Civil Works - Buildings
Item Rate
90 days
UT OF DNH
As per NIT refer
3 documents required · 3 mandatory
₹1,000
Executive Engineer, PWD,WD-I(B),DNH,Silvassa
₹34,500
2 Jun 2026
2 Apr 2026
10 Apr 2026
2 Apr 2026
10 Apr 2026
2 Apr 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 | - | Cu.mt | - | - |
| 2 | Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil and disposal of the surplus excavated soil as directed within a lead of 50 Meter for following diameter of pipes.(iii) 300 mm | - | Each | - | - |
| 3 | Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth | - | Cu.mt | - | - |
| 4 | Providing and laying controlled cement concrete M.250 work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (B) COLUMNS | - | Cu.mt | - | - |
| 5 | Providing and laying controlled cement concrete M.250 work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (A) BEAMS | - | Cu.mt | - | - |
| 6 | Brick work using common burnt clay building bricks having
crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional | - | Cu.mt | - | - |
| 7 | Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level | - | Kg | - | - |
| 8 | Providing and fixing M.S. grills of required pattern to wooden
frames of windows etc. with M.S. flats at required spacings and frame alround, square or round bars with round headed bolts and nuts or by screws. (B) ORNAMENTAL GRILL | - | Kg | - | - |
| 9 | 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete. | - | Sq.mt | - | - |
| 10 | Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete | - | Sq.mt | - | - |
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