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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.9 LAccepted-Finance | ₹40.9 L | L1 | Accepted-Finance Lowest bidder |
| 2 | L2₹86.0 LAccepted-Finance | ₹86.0 L | L2 | Accepted-Finance Second Lowest Bidder |
| 3 | L3₹90.9 LAccepted-Finance | ₹90.9 L | L3 | Accepted-Finance Third Lowest Bidder |
| Sl No | Description | Qty | Unit | M/s B.N Enterprises L1 | M/S T T ENTERPRISES L3 | M/s Hornbill Associates L2 |
|---|---|---|---|---|---|---|
| 1.00SH: Boundary Wall | ||||||
| 2.00 | 1 Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, 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 excavated soil as directed within a lead of | 1,417.5 | Cum | 184.07 ₹2,60,919.23 Lowest | 230 ₹3,26,025 | 563.33 ₹7,98,520.28 |
| 3.00 | 2 Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, 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 excavated soil as directed within a lead of 50m. | 478.8 | Cum | 231.28 ₹1,10,736.86 Lowest | 550 ₹2,63,340 | 421.8 ₹2,01,957.84 |
| 4.00 | 3 Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement. M20 (1 cement :1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | 90.72 | Cum | 4,951.98 ₹4,49,243.63 Lowest | 5,500 ₹4,98,960 | 6,422.18 ₹5,82,620.17 |
| 5.00 | 4 Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement. M20 (1 cement :1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | 129.15 | Cum | 4,954.88 ₹6,39,922.75 Lowest | 8,400 ₹10,84,860 | 8,838.38 ₹11,41,476.78 |
| 6.00 | 5 Centring and shuttering including strutting, propping etc and removal of formwork for foundation, footings, bases of columns etc. and mass concrete. | 2,370.06 | Sqm | 263.76 ₹6,25,127.03 Lowest | 550 ₹13,03,533 | 619.75 ₹14,68,844.69 |
| 7.00 | 6 Reinforcement of RCC work including bending, binding and placing in position complete. | 9,387 | Kg | 60.48 ₹5,67,725.76 Lowest | 220 ₹20,65,140 | 120.25 ₹11,28,786.75 |
| 8.00 | 7 Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 Cement: 3 Coarse sand) | 1,197 | Sqm | 738.64 ₹8,84,152.08 Lowest | 1,800 ₹21,54,600 | 1,534.58 ₹18,36,892.26 |
| 9.00 | 8) 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand) the soft side of single or half brick wall. | 1,386 | Sqm | 133.84 ₹1,85,502.24 Lowest | 350 ₹4,85,100 | 295.08 ₹4,08,980.88 |
| 10.00 | 9) 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. | 1,386 | Sqm | 158.48 ₹2,19,653.28 Lowest | 450 ₹6,23,700 | 297.85 ₹4,12,820.1 |
Tender Value
Refer Docs
EMD Value
₹92,940
Closing Date
26 Feb 2026, 4:00 pmClosed
EE, PWD, Pakke Kessang
Office of the EE, PWD, Pakke Kessang
C/o Restoration of Damaged boundary wall at GHSS Seijosa
2026_PWDAP_2963_1
PKD/SSD/NIT/BE/2025-26/08
Open Tender
Civil Works
Item Rate
365 days
Seijosa
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
EE, PWD, Pakke Kessang Division
₹92,940
EE, PWD, Pakke Kessang
12 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
24 Feb 2026
SH: Boundary Wall
1 Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, 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 excavated soil as directed within a lead of
2 Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, 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 excavated soil as directed within a lead of 50m.
3 Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement. M20 (1 cement :1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
4 Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement. M20 (1 cement :1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
5 Centring and shuttering including strutting, propping etc and removal of formwork for foundation, footings, bases of columns etc. and mass concrete.
6 Reinforcement of RCC work including bending, binding and placing in position complete.
7 Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 Cement: 3 Coarse sand)
8) 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand) the soft side of single or half brick wall.
9) 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall.
10 Neat cement punning.
11 Colour washing such as green, blue or buff on new work (two or more coats) including a base coat of white washing with lime to give an even shade.
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