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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance | ₹1.2 Cr | L1 | Accepted-Finance financially responsive |
| 2 | L2₹1.3 CrAccepted-Finance | ₹1.3 Cr | L2 | Accepted-Finance financially responsive |
| Sl No | Description | Qty | Unit | M/S L T S ENTERPRISES L1 | M/S L R ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00SH: Site Development | |||||
| 1.01 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) | 536.69 | Cum | 247.35 ₹1.3 L | 250 ₹1.3 L |
| 1.02 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring blasting. (Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut materials with all lift and lead upto 1000 metres). | 230.01 | Cum | 361.81 ₹83,219.92 | 361.81 ₹83,219.92 |
| 2.00Earth Work | |||||
| 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. | 175.76 | Cum | 342.41 ₹60,181.98 | 342.41 ₹60,181.98 |
| 2.02 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including famming and watering etc. complete | 98.09 | Cum | 181.78 ₹17,830.80 | 181.78 ₹17,830.80 |
| 2.03 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete | 16.52 | Cum | 1,453.34 ₹24,009.18 | 1,453.34 ₹24,009.18 |
| 3.00Concrete work | |||||
| 3.01 | 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. | 19.72 | Cum | 6,947.04 ₹1.4 L | 6,947.04 ₹1.4 L |
| 3.02 | Providing and laying cement concrete 1: 3 : 6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) excluding cost of centering and shuttering in a) foundation and plinth | 27.96 | Cum | 7,542.14 ₹2.1 L | 7,542.14 ₹2.1 L |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
25 Mar 2026, 10:00 amClosed
EE, Bomdila Division, PWD, AP, Bomdila
EE, Bomdila Division, PWD, AP, Bomdila
Construction of Type II Teachers qtrs at GHSS Nafra.
2026_PWDAP_3214_1
BDL/TA-36/NSD-05/2025-26/36 Dated Bomdila the 18/03/2026
Open Tender
Civil Works
Nafra
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
EE PWD Bomdila
₹1.3 L
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1SH: Site Development | ||||||
| 1.01 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) | - | Cum | - | - | 2 |
| 1.02 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring blasting. (Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut materials with all lift and lead upto 1000 metres). | 1 | Cum | - | - | 3 |
| 2Earth Work | ||||||
| 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 | - | - | 5 |
| 2.02 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including famming and watering etc. complete | - | Cum | - | - | 6 |
| 2.03 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete | 1 | Cum | - | - | 7 |
| 3Concrete work | ||||||
| 3.01 | 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. | 1 | Cum | - | - | 9 |
| 3.02 | Providing and laying cement concrete 1: 3 : 6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) excluding cost of centering and shuttering in a) foundation and plinth | - | Cum | - | - | 10 |
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