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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.9 LAccepted-Finance | ₹58.9 L | L1 | Accepted-Finance As per evaluation generated by system eprocurement site Arunachaltenders.co.in |
| 2 | L2₹72.0 LAccepted-Finance | ₹72.0 L | L2 | Accepted-Finance As per evaluation generated by system eprocurement site Arunachaltenders.co.in |
| Sl No | Description | Qty | Unit | M/s Tajan Tayeng Enterprise L1 | M/s T T Enterprise L2 |
|---|---|---|---|---|---|
| 1.00SH:I-PLAYGROUND | |||||
| 1.01 | SH:-SITE DEVELOPMENT
Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres ) | 7,975 | cum | 461.33 ₹36.8 L | 620 ₹49.4 L |
| 2.00SH:II-ASSEMBLY SHED | |||||
| 2.01 | SH: EARTH WORK
Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) | 262.5 | cum | 341 ₹89,512.50 | 450 ₹1.2 L |
| 2.02 | Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000metres) | 1,050 | cum | 477 ₹5.0 L | 700 ₹7.3 L |
| 2.03 | 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. | 21.78 | cum | 353 ₹7,688.34 | 400 ₹8,712 |
| 2.04 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. | 36 | cum | 187.4 ₹6,746.40 | 200 ₹7,200 |
| 2.05 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. | 27 | cum | 1,008.5 ₹27,229.50 | 1,500 ₹40,500 |
| 2.06 | SH: CONCRETE WORK
Providing and laying in foundations and plinth 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. | 2.92 | cum | 5,442.8 ₹15,892.98 | 7,000 ₹20,440 |
| 2.07 | SH: RCC WORK
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 9.68 | cum | 8,848.9 ₹85,657.35 | 10,000 ₹96,800 |
Tender Value
₹58.8 L
EMD Value
₹58,784
Closing Date
27 Mar 2026, 2:20 pmClosed
Executive Engineer, Sangram division, PWD, A.P.
O/o Executive Engineer, Sangram Division, PWD, A.P. Kurung Kumey District, Sangram
C/o Playground and Assembly Shed, GPS Laba Nyapin-Phassang Kurung Kumey
2026_PWDAP_3237_1
SGMD/e-NIT/W-44/SGD/2025-26/30
Open Tender
Civil Works
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
₹58,784
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-PLAYGROUND | ||||||
| 1.01 | SH:-SITE DEVELOPMENT
Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres ) | - | cum | - | - | itemH1Code1 |
| 2SH:II-ASSEMBLY SHED | ||||||
| 2.01 | SH: EARTH WORK
Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) | - | cum | - | - | code2.02 |
| 2.02 | Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000metres) | - | cum | - | - | itemH2Code2 |
| 2.03 | 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 | - | - | itemH2Code3 |
| 2.04 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. | - | cum | - | - | itemH2Code4 |
| 2.05 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. | - | cum | - | - | itemH2Code5 |
| 2.06 | SH: CONCRETE WORK
Providing and laying in foundations and plinth 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. | - | cum | - | - | itemH2Code6 |
| 2.07 | SH: RCC WORK
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 1 | cum | - | - | itemH2Code7 |
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