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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-Finance | ₹1.9 Cr | L1 | Accepted-Finance Financially responsive |
| 2 | L2₹1.9 CrAccepted-Finance | ₹1.9 Cr | L2 | Accepted-Finance Financially responsive |
| Sl No | Description | Qty | Unit | M/S KAMENG TRADERS | M/S GSW CONSTRUCTION |
|---|---|---|---|---|---|
| 1.00SH:- Boundary Wall :- 1800.00 Mtr. | |||||
| 2.00 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. | 416.23 | Cum | 1,43,599.35 ₹1.4 L | 1,43,183.12 ₹1.4 L |
| 3.00 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. | 18.4 | Cum | 1,61,349.6 ₹1.6 L | 1,61,331.2 ₹1.6 L |
| 4.00 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) | 122.63 | Cum | 15,19,263.07 ₹15.2 L | 15,18,159.4 ₹15.2 L |
| 5.00 | Centring and shuttering including strutting, propping etc and removal of form work for : b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 664.35 | Sqm | 4,55,079.75 ₹4.6 L | 4,53,751.05 ₹4.5 L |
| 6.00 | Reinforcement of RCC work including bending, binding and placing in position complete. B) Tar/TMT steel | 5,825.49 | Kg | 6,40,803.9 ₹6.4 L | 6,34,978.41 ₹6.3 L |
| 7.00 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. | 200 | Each | 47,400 ₹47,400 | 47,200 ₹47,200 |
| 8.00 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Sandy materials | 662.5 | Cum | 17,09,250 ₹17.1 L | 17,03,950 ₹17.0 L |
| 9.00SH:- RCC Protection wall- 6.00 m height - 127.63 Mtr Length | |||||
| 10.00 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. | 565.09 | Cum | 1,94,390.96 ₹1.9 L | 1,94,390.96 ₹1.9 L |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
17 Mar 2026, 10:00 amClosed
EE Dirang Division, PWD
Office of the Executive Engineer, Dirang Division, PWD, AP
C/o Retaining wall near Khonpathar bridge under Dirang circle.
2026_PWDAP_3047_1
DD/W-60/SIDF/2025-26/13
Open Tender
Civil Works
Dirang
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
EE PWD Dirang Division
₹2.0 L
Yes
17 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
SH:- Boundary Wall :- 1800.00 Mtr.
Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
Centring and shuttering including strutting, propping etc and removal of form work for : b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Reinforcement of RCC work including bending, binding and placing in position complete. B) Tar/TMT steel
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Sandy materials
SH:- RCC Protection wall- 6.00 m height - 127.63 Mtr Length
Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
Centring and shuttering including strutting, propping etc and removal of form work for : b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Reinforcement of RCC work including bending, binding and placing in position complete. Mild steel
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Sandy materials
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