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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹58.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹58.6 L+₹7,190.25 (0.12%)Admitted-Fee/PreQual/Technical/Finance | ₹58.6 L+₹7,190.25 (0.12%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹58.7 L+₹10,222.34 (0.17%)Admitted-Fee/PreQual/Technical/Finance | ₹58.7 L+₹10,222.34 (0.17%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | L. Gogon Singh L1 | SOCIAL SATISFACTORY CONSTRUCTION & SUPPLIER L2 | P.K Singh and Brothers L3 |
|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding1.5 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 | ||||||
| 1.20 | All kinds of soil | 382 | cum | 535 ₹2,04,370 Lowest | 540 ₹2,06,280 | 545 ₹2,08,190 |
| 2.00Filling 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. | ||||||
| 2.10 | Ordinary or hard rock. | 127.33 | cum | 230 ₹29,285.9 Lowest | 235 ₹29,922.55 | 240 ₹30,559.2 |
| 3.00Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods,watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m. | ||||||
| 3.10 | All kinds of soil | 478.4 | cum | 500 ₹2,39,200 Lowest | 510 ₹2,43,984 | 515 ₹2,46,376 |
| 4.00 | Dry boulder pitching in floor. | 182.94 | cum | 3,762 ₹6,88,220.28 | 3,760 ₹6,87,854.4 Lowest | 3,770 ₹6,89,683.8 |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - -All work upto plinth level: | ||||||
| 5.10 | 1:4: 8 ( 1 cement : 4 coarse sand : 8 graded stone aggrt. 40mm nominal size). | 45.51 | cum | 10,150 ₹4,61,926.5 Lowest | 10,152 ₹4,62,017.52 | 10,155 ₹4,62,154.05 |
| 6.00Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level : | ||||||
Tender Value
₹58.6 L
EMD Value
₹1.2 L
Closing Date
14 Jul 2026, 3:00 pmClosed
Executive Engineer (Civil), RIMS.
Regional Institutes of Medical Sciences, Imphal.
Construction of RCC drain starting from North Western Corner of P.G. Hostel no 2 to South Western corner of Gents Hostel no. 4 near type -III and IV Qtrs. Sothern Gate, RIMS, Imphal
2026_RIMS_915838_1
28/2026-27/RIMS/Imphal
Open Tender
Civil Works
Works
180 days
As Per Tender Document
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
Director RIMS.
₹1.2 L
15 Jul 2026
3 Jul 2026
15 Jul 2026
3 Jul 2026
14 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding1.5 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 | |||||
| 1.2 | All kinds of soil | 382 | cum | 1 | ₹382 |
| 2Filling 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. | |||||
| 2.1 | Ordinary or hard rock. | 127.33 | cum | 1 | ₹127.33 |
| 3Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods,watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m. | |||||
| 3.1 | All kinds of soil | 478.4 | cum | 1 | ₹478.4 |
| 4 | Dry boulder pitching in floor. | 182.94 | cum | 1 | ₹182.94 |
| 5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - -All work upto plinth level: | |||||
| 5.1 | 1:4: 8 ( 1 cement : 4 coarse sand : 8 graded stone aggrt. 40mm nominal size). | 45.51 | cum | 1 | ₹45.51 |
| 6Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level : | |||||
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