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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-Finance | ₹4.2 Cr | L1 | Accepted-Finance as per justified rate |
| 2 | L2₹4.2 Cr+₹1.0 L (0.24%)Accepted-Finance | ₹4.2 Cr+₹1.0 L (0.24%) | L2 | Accepted-Finance as per justified rate |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S L.P. Enterprises L2 | M/S T G ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | 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.) | 0.45 | Quintal | 1,30,000 ₹58,500 Lowest | 1,30,000 ₹58,500 Lowest |
| 2.00 | 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) | 6,691.2 | Cum | 260 ₹17,39,712 Lowest | 350 ₹23,41,920 |
| 3.00 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | 4,460.8 | cum | 310 ₹13,82,848 Lowest | 310 ₹13,82,848 Lowest |
| 4.00 | 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. | 827.91 | Cum | 750 ₹6,20,932.5 | 400 ₹3,31,164 Lowest |
| 5.00 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. | 496.75 | Cum | 185 ₹91,898.75 Lowest | 185 ₹91,898.75 Lowest |
| 6.00 | 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. | 131.44 | Cum | 5,900 ₹7,75,496 Lowest | 5,900 ₹7,75,496 Lowest |
| 7.00 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.(Wall) | 268.86 | Cum | 7,900 ₹21,23,994 Lowest | 7,900 ₹21,23,994 Lowest |
| 8.00 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 44.62 | Cum | 8,700 ₹3,88,194 Lowest | 8,700 ₹3,88,194 Lowest |
| 9.00 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 29.43 | Cum | 10,500 ₹3,09,015 Lowest | 10,500 ₹3,09,015 Lowest |
| 10.00 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 74.82 | Cum | 10,000 ₹7,48,200 Lowest | 10,000 ₹7,48,200 Lowest |
Tender Value
₹4.2 Cr
EMD Value
₹4.2 L
Closing Date
1 Apr 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer West Division
Establishment of Fire Station at Lungla
2026_APP_3335_1
APH/EC/EE (W)/NIeT/2025-26/02
Open Tender
Civil Works
Item Rate
Lungla
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
Payable To Executive Engineer West Division
₹4.2 L
Yes
Executive Engineer West Division
28 Apr 2026
26 Mar 2026
2 Apr 2026
26 Mar 2026
1 Apr 2026
26 Mar 2026
30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Clearing 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.) | |||||
| 2Excavation 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) | |||||
| 3Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | |||||
| 4Earth 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. | |||||
| 5Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. | |||||
| 6Providing 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. | |||||
| 7Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.(Wall) | |||||
| 8Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | |||||
| 9Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | |||||
| 10Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | |||||
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