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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.0 LAccepted-Finance | ₹57.0 L | L1 | Accepted-Finance As per evaluation generated by the system through eprocurement site Arunachaltenders.co.in |
| 2 | L2₹58.1 LAccepted-Finance | ₹58.1 L | L2 | Accepted-Finance As per evaluation generated by the system through eprocurement site Arunachaltenders.co.in |
| Sl No | Description | Qty | Unit | M/s Tajan Tayeng Enterprise L2 | M/s T T Enterprise L1 |
|---|---|---|---|---|---|
| 1.00SH:I-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.)
a) By Manual Means:- In area of light jungle. | 0.06 | Hect. | 99,028 ₹5,941.68 | 1,00,000 ₹6,000 |
| 1.02 | b) By Mechanical Means :- In area of thorny jungle | 0.06 | Hect. | 1,32,556 ₹7,953.36 | 1,00,000 ₹6,000 |
| 1.03 | 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 lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) | 950.4 | Cum | 254 ₹2.4 L | 200 ₹1.9 L |
| 1.04 | 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.) | 105.6 | Cum | 430 ₹45,408 | 700 ₹73,920 |
| 2.00SH:II-TYPE-II TEACHER QUARTER: | |||||
| 2.01 | Earth work, Surface dressing of the ground, including removing vegetation and inequalities not exceeding 15 cm depth and disposal of rubbish, lead upto 50 m and lift upto 1.50 m.
a)-Hard Soil. | 600 | Sqm. | 21.7 ₹13,020 | 30 ₹18,000 |
| 2.02 | 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. | 97.76 | Cum. | 413.5 ₹40,423.76 | 250 ₹24,440 |
| 2.03 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. | 33.08 | Cum. | 187.4 ₹6,199.19 | 200 ₹6,616 |
| 2.04 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. | 12.04 | Cum. | 1,008.5 ₹12,142.34 | 1,500 ₹18,060 |
Tender Value
₹57.5 L
EMD Value
₹57,457
Closing Date
27 Mar 2026, 4:50 pmClosed
Executive Engineer, Sangram division, PWD, A.P.
O/o Executive Engineer, Sangram division, PWD, Kurung Kumey district, Sangram, A.P
Construction of 02 Type II Teachers Quarter Govt Primary School Laba Kurung Kumey
2026_PWDAP_3261_1
SGMD/e-NIT/W-44/SGD/2025-26/33
Open Tender
Civil Works - Bridges
365 days
Laba Kurung Kumey District, A.P
EMD and Tender Processing Fee
4 documents required · 4 mandatory
₹5,000
Executive Engineer, Sangram Division, PWD
₹57,457
Yes
28 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
20 Mar 2026 - 25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1SH:I-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.)
a) By Manual Means:- In area of light jungle. | - | Hect. | - | - | itemH1Code1 |
| 1.02 | b) By Mechanical Means :- In area of thorny jungle | - | Hect. | - | - | code1.02 |
| 1.03 | 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 lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) | 1 | Cum | - | - | itemH1Code2 |
| 1.04 | 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 | - | - | itemH1Code3 |
| 2SH:II-TYPE-II TEACHER QUARTER: | ||||||
| 2.01 | Earth work, Surface dressing of the ground, including removing vegetation and inequalities not exceeding 15 cm depth and disposal of rubbish, lead upto 50 m and lift upto 1.50 m.
a)-Hard Soil. | - | Sqm. | - | - | itemH2Code1 |
| 2.02 | 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. | - | Cum. | - | - | itemH2Code2 |
| 2.03 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. | - | Cum. | - | - | itemH2Code3 |
| 2.04 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. | - | Cum. | - | - | itemH2Code4 |
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