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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance PHYANG | JAMMU | JAMMU AND KASHMIR | 180001 | -13.00% | ₹2.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 Cr+₹31.8 L (11.5%)Admitted-Finance | -3.00% | ₹3.1 Cr+₹31.8 L (11.5%) | L2 | Admitted-Finance |
| 3 | L3₹3.4 Cr+₹66.8 L (24.1%)Admitted-Finance | +8.00% | ₹3.4 Cr+₹66.8 L (24.1%) | L3 | Admitted-Finance |
| 4 | L4₹3.6 Cr+₹85.8 L (31.0%)Admitted-Finance | +14.00% | ₹3.6 Cr+₹85.8 L (31.0%) | L4 | Admitted-Finance |
| 5 | L5₹3.7 Cr+₹89.0 L (32.2%)Admitted-Finance | +15.00% | ₹3.7 Cr+₹89.0 L (32.2%) | L5 | Admitted-Finance |
Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
10 Jul 2026, 6:00 pmClosed
Executive Engineer R and B Nyoma Division
office of the Executive Engineer R and B Nyoma Division
Construction of link road and culvert at Tarchit District Plan
2026_PWD_19104_1
78of RnB Division Nyoma
Open Tender
Civil Works - Roads
Percentage
720 days
Nyoma Leh
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,180
Executive Engineer RnB Nyoma
₹6.4 L
17 Jul 2026
23 Jun 2026
11 Jul 2026
23 Jun 2026
10 Jul 2026
23 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) 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 All kinds of soil. 50% | 1,710 | Cum | 208.42 | ₹3,56,398.2 |
| 2 | Ordinary rock. 50% | 1,710 | Cum | 383.89 | ₹6,56,451.9 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) 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 All kinds of soil | 788.88 | Cum | 208.42 | ₹1,64,418.37 |
| 4 | 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. | 1,152.5 | Cum | 220.41 | ₹2,54,022.53 |
| 5 | Disposal of excavated earth from site up to 1 km | 2,223 | Cum | 168.58 | ₹3,74,753.34 |
| 6 | Dumping stone including cost of stones. in Horizontal on level | 174.08 | Cum | 953.03 | ₹1,65,903.46 |
| 7 | Providing and Laying 300mm dia MS Pipe nominal bore confirming to 153589 of 1991 having 4.85mm wall thickness with 75% tolerance with weight of 32.08kg per mtr and length of 6 meter each for cross drainage embeded in trench by excavating earth and refilling of available earth cutting including carriage of pipes at site complete job. | 6 | No | 32,203.39 | ₹1,93,220.34 |
| 8 | Providing and Laying 450mm dia MS Pipe nominal bore confirming to 153589 of 1991 having 4.85mm wall thickness with 75% tolerance with weight of 32.08kg per mtr and length of 6 meter each for cross drainage embeded in trench by excavating earth and refilling of available earth cutting including carriage of pipes at site complete job. | 8 | No | 63,559.32 | ₹5,08,474.56 |
| 9 | Providing and Laying 900mm dia RCC hume Pipe nominal bore of length of 2.5 meter each for cross drainage embeded in trench by excavating earth and refilling of available earth cutting including carriage of pipes at site complete job. | 4 | No | 67,796.61 | ₹2,71,186.44 |
| 10 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:
4.4.7 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 182.18 | Cum | 5,725.33 | ₹10,43,040.62 |
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