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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹97.1 LAccepted-Finance | ₹97.1 L | L1 | Accepted-Finance Financially Responsive |
| 2 | L2₹97.3 LAccepted-Finance | ₹97.3 L | L2 | Accepted-Finance Financially Responsive |
| Sl No | Description | Qty | Unit | M/S L T S ENTERPRISES L1 | MISS YESHI CHODEN SUNICKJEE 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) | 524.09 | Cum | 192.08 ₹1.0 L | 195 ₹1.0 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). | 224.61 | Cum | 279.3 ₹62,733.57 | 285 ₹64,013.85 |
| 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. | 284.79 | Cum | 290.96 ₹82,862.50 | 295 ₹84,013.05 |
| 2.02 | 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 | 20.44 | Cum | 7,539.14 ₹1.5 L | 7,539.14 ₹1.5 L |
| 2.03 | Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement :2 coarse sand : 4 stone aggregate 20 mm nominal size). | 220.28 | Sqm | 530.47 ₹1.2 L | 530.14 ₹1.2 L |
| 2.04 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including famming and watering etc. complete | 35.36 | Cum | 132.2 ₹4,674.59 | 135 ₹4,773.60 |
| 2.05 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete | 24.78 | Cum | 1,765.86 ₹43,758.01 | 1,765.86 ₹43,758.01 |
| 3.00RCC Work | |||||
Tender Value
Refer Docs
EMD Value
₹98,500
Closing Date
25 Mar 2026, 10:00 amClosed
EE, Bomdila Division, PWD, AP, Bomdila
EE, Bomdila Division, PWD, AP, Bomdila
C/o Administrative Block at GUPS KMC Nafra.
2026_PWDAP_3231_1
BDL/TA-38/NSD-07/2025-26/37 DATED 19/03/20236
Open Tender
Civil Works
Nafra GHSS
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
Yes
EE PWD Bomdila
₹98,500
25 Mar 2026
20 Mar 2026
25 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 | 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 | - | - | itemH1Code1 |
| 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). | - | Cum | - | - | itemH2 |
| 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. | - | Cum | - | - | itemH3 |
| 2.02 | 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 | - | - | itemH1Code3 |
| 2.03 | Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement :2 coarse sand : 4 stone aggregate 20 mm nominal size). | - | Sqm | - | - | itemH4 |
| 2.04 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including famming and watering etc. complete | 1 | Cum | - | - | itemH1Code4 |
| 2.05 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete | - | Cum | - | - | itemH5 |
| 3RCC Work | ||||||
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