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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.1 LAccepted-Finance | ₹59.1 L | L1 | Accepted-Finance L1 |
| 2 | L2₹59.1 LAccepted-Finance | ₹59.1 L | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | M/s Sha Enterprises L2 | M/S Riggung Rikha Enterprise L1 |
|---|---|---|---|---|---|
| 1.00SH: Site Development | |||||
| 1.01 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) | 0.35 | hectare | 99,028 ₹34,263.69 | 99,028 ₹34,263.69 |
| 1.02 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) | 3,914.4 | Cum | 420 ₹16.4 L | 420 ₹16.4 L |
| 1.03 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | 1,024.8 | Cum | 480 ₹4.9 L | 480 ₹4.9 L |
| 2.00SH:Main Building | |||||
| 2.01 | 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. | 156.13 | Cum | 353 ₹55,113.89 | 353 ₹55,113.89 |
| 2.02 | Providing and Injectiing anti termite proof treatment | 71.5 | Sqm | 132 ₹9,438 | 132 ₹9,438 |
| 2.03 | Providing and laying cement concrete 1 : 5: 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : Foundations and plinth | 17 | Cum | 5,800 ₹98,600 | 5,800 ₹98,600 |
| 2.04 | Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size). | 17.39 | Sqm | 380 ₹6,608.20 | 380 ₹6,608.20 |
| 2.05 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) 1 : 2 : 4 (1 cement : 2coarse sand : 4 stone aggregate 20 mm nominal size). | 15.79 | Cum | 8,999.9 ₹1.4 L | 8,999.9 ₹1.4 L |
Tender Value
Refer Docs
EMD Value
₹59,118
Closing Date
25 Mar 2026, 1:00 pmClosed
Executive Engineer,
Sangram Division,APPWD,Sangram
C/o academic block at Govt.Pry.School Nibi in Kurung Kumey Dist.
2026_PWDAP_3236_1
SGMD/eNIT/W-44/2025-26/25
Open Tender
Civil Works
180 days
Nibi
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
EE PWD Sangram
₹59,118
26 Mar 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1SH: Site Development | ||||||
| 1.01 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) | 1 | hectare | - | - | 1 |
| 1.02 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) | - | Cum | - | - | 2 |
| 1.03 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | 1 | Cum | - | - | 3 |
| 2SH:Main Building | ||||||
| 2.01 | 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. | 1 | Cum | - | - | 4 |
| 2.02 | Providing and Injectiing anti termite proof treatment | - | Sqm | - | - | 5 |
| 2.03 | Providing and laying cement concrete 1 : 5: 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : Foundations and plinth | - | Cum | - | - | 6 |
| 2.04 | Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size). | - | Sqm | - | - | 7 |
| 2.05 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) 1 : 2 : 4 (1 cement : 2coarse sand : 4 stone aggregate 20 mm nominal size). | 1 | Cum | - | - | 8 |
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