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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.2 LAccepted-Finance JOGINDER NAGAR | SHAHID BHAGAT SINGH NAGAR | PUNJAB | 144509 | ₹20.2 L | 1 | Accepted-Finance L1 |
| 2 | 2₹20.4 L+₹11,571.51 (0.57%)Accepted-Finance | ₹20.4 L+₹11,571.51 (0.57%) | 2 | Accepted-Finance L2 |
| 3 | 3₹20.5 L+₹25,002.31 (1.23%)Accepted-Finance | ₹20.5 L+₹25,002.31 (1.23%) | 3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | DEEPAK KUMAR L1 | BIKRAM SINGH L2 | AKSHAY NEGI L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | 27.54 | Cum | 184 ₹5,067.36 Lowest | 195 ₹5,370.3 | 215 ₹5,921.1 |
| 2.00Earth 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 All Kind of Soil.& Ordinary Rock 50-50 each | ||||||
| 2.01 | All Kind of soil 50% | 39.78 | Cum | 240 ₹9,547.2 Lowest | 270 ₹10,740.6 | 298 ₹11,854.44 |
| 2.02 | Ordinary Rock 50% | 39.78 | Cum | 550 ₹21,879 Lowest | 590 ₹23,470.2 | 605 ₹24,066.9 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) All work up to plinth level : | 22.5 | Cum | 6,560 ₹1,47,600 Lowest | 6,580 ₹1,48,050 | 6,595 ₹1,48,387.5 |
| 4.00 | Centering and shuttering including strutting, propping
etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 243 | sQM | 366 ₹88,938 Lowest | 380 ₹92,340 | 399 ₹96,957 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) | 174.94 | Cum | 7,595 ₹13,28,654.11 Lowest | 7,610 ₹13,31,278.18 | 7,630 ₹13,34,776.94 |
| 6.00 | Stone soling properly hand packed and tightly filling etc. | 41.85 | cum | 1,750 ₹73,237.5 Lowest | 1,770 ₹74,074.5 | 1,810 ₹75,748.5 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | 45 | Sqm | 165 ₹7,425 Lowest | 178 ₹8,010 | 190 ₹8,550 |
| 8.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size) | 41.85 | Cum | 8,184 ₹3,42,500.4 Lowest | 8,198 ₹3,43,086.3 | 8,210 ₹3,43,588.5 |
Tender Value
₹14.4 L
EMD Value
₹29,000
Closing Date
23 Apr 2026, 5:00 pmClosed
Executive Engineer Rd PR
SDA Complex Block No 27 Kasumpti
As per DNIT
2026_DRDPR_132829_2
Kinnaur Road
Open Tender
Civil Works - Roads
Item Rate
270 days
kinnaur
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,500
Executive Engineer RD PR
₹29,000
27 Apr 2026
17 Apr 2026
24 Apr 2026
17 Apr 2026
23 Apr 2026
17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | 27.54 | Cum | - | - |
| 2Earth 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 All Kind of Soil.& Ordinary Rock 50-50 each | |||||
| 2.01 | All Kind of soil 50% | - | Cum | - | - |
| 2.02 | Ordinary Rock 50% | - | Cum | - | - |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) All work up to plinth level : | |||||
| 4Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | |||||
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) | 0.2 | Cum | - | - |
| 6Stone soling properly hand packed and tightly filling etc. | |||||
| 7Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | |||||
| 8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size) | |||||
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