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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance GUWAHATI | KAMRUP | ASSAM | 781030 | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹9.3 L (8.10%)Admitted-Finance | ₹1.2 Cr+₹9.3 L (8.10%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹21.4 L (18.7%)Admitted-Finance | ₹1.4 Cr+₹21.4 L (18.7%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical not obtained minimum qualification marks of 60 |
| Sl No | Description | Qty | Unit | Meetei Construction Private Limited L1 | Shamurailatpam Robin Sharma L2 | PAMESHOR ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00EARTH WORKS | ||||||
| 2.00Banking excavated earth in layers not exceeding20cm. In depth ,breaking clods,watering rolling each layer with 1/2 tonne roller,or wooden or steel rammers,and rolling every third and and topmost layer with power roller of minimum 8 tonnes and dressing up,in embankmentsfor raods,flood banks,marginal banks and guide banks etc lead upto 50 m and lift upto 1.5 m | ||||||
| 3.00 | All Kinds of Soil | 188.1 | cum | 500 ₹94,050 | 440 ₹82,764 Lowest | 500 ₹94,050 |
| 4.00Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||
| 5.00 | All Kinds of Soil | 287.43 | cum | 531 ₹1,52,625.33 | 310 ₹89,103.3 Lowest | 400 ₹1,14,972 |
| 6.00 | Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 168.77 | cum | 223 ₹37,635.71 | 205 ₹34,597.85 Lowest | 210 ₹35,441.7 |
| 7.00 | Supplying and filling in plinth with sandy soil under floors including watering, ramming, consolidating & dressing complete. | 122.95 | cum | 1,024 ₹1,25,900.8 | 910 ₹1,11,884.5 Lowest | 1,100 ₹1,35,245 |
| 8.00CONCRETE WORKS: | ||||||
| 9.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level: | ||||||
| 10.00 | ( 1 Cement.• 3 coarse sand 6 graded stone aggregate 40 mm nominal size) | 2.44 | cum | 6,800 ₹16,592 Lowest | 9,438 ₹23,028.72 | 9,490 ₹23,155.6 |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
27 Apr 2026, 12:00 pmClosed
EXECUTIVE ENGINEER, ENGG.CELL, VALLEY-2, HFWD
EXECUTIVE ENGINEER, ENGG.CELL, VALLEY-2, HFWD
CONSTRUCTION OF UPHC AT SANGAIPAT, IMPHAL EAST, MANIPUR
2026_HFW_3366_1
TP-EG-101/30/2026-EG-HEALTH
Open Tender
Civil Works
Item Rate
imphal
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
EXECUTIVE ENGINEER, ENGINEERING CELL VALLEY-2,HFWD
₹2.5 L
5 May 2026
20 Apr 2026
28 Apr 2026
20 Apr 2026
27 Apr 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | EARTH WORKS | - | - | - | - |
| 2 | Banking excavated earth in layers not exceeding20cm. In depth ,breaking clods,watering rolling each layer with 1/2 tonne roller,or wooden or steel rammers,and rolling every third and and topmost layer with power roller of minimum 8 tonnes and dressing up,in embankmentsfor raods,flood banks,marginal banks and guide banks etc lead upto 50 m and lift upto 1.5 m | - | - | - | - |
| 3 | All Kinds of Soil | 1 | cum | - | - |
| 4 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | - | - | - | - |
| 5 | All Kinds of Soil | - | cum | - | - |
| 6 | Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | - | cum | - | - |
| 7 | Supplying and filling in plinth with sandy soil under floors including watering, ramming, consolidating & dressing complete. | - | cum | - | - |
| 8 | CONCRETE WORKS: | - | - | - | - |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level: | - | - | - | - |
| 10 | ( 1 Cement.• 3 coarse sand 6 graded stone aggregate 40 mm nominal size) | 1 | cum | - | - |
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