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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹92.4 LAdmitted-Finance | -11.70% | ₹92.4 L | L1 | Admitted-Finance |
| 2 | L2₹96.1 L+₹3.7 L (4.05%)Admitted-Finance | -8.12% | ₹96.1 L+₹3.7 L (4.05%) | L2 | Admitted-Finance |
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
9 Jul 2026, 2:00 pmClosed
Xen Jal Shakti Hydraulic Division Kishtwar
Xen Jal Shakti Hydraulic Division Kishtwar
Refer to BOQ
2026_PHE_312636_1
e-NIT 26 of 2026-27 Dated 16-06-2026
Open Tender
Civil Works
Percentage
90 days
Xen Jal Shakti Hydraulic Division Kishtwar
Refer to e-NIT/SBD
2 documents required · 2 mandatory
₹3,000
Xen Jal Shakti Hydraulic Division Kishtwar
₹2.1 L
Xen Jal Shakti Hydraulic Division Kishtwar
27 Aug 2026
16 Jun 2026
9 Jul 2026
16 Jun 2026
9 Jul 2026
16 Jun 2026
18 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 | Carriage of G.I pipes from nearest Market to road site of work average distance 280 kms by M.T. | 3,500 | MT | 119.47 | ₹4,18,145 |
| 2 | Carriage of G.I pipes from road side to site of work by manual labor for an average distance of 04 Km. | - | MT | 70.26 | - |
| 3 | Providing and fixing G.I. pipes complete with G.I. fittings excluding
trenching and refilling etc. (external work) 150 mm dia. nominal bore | 3,500 | mtr | 2,256.9 | ₹78,99,150 |
| 4 | Welding including transportation of plant at site electric plant at spots | 7,530 | Cm | 6.2 | ₹46,686 |
| 5 | Providing and laying in-situ concrete lining using M-10 nominal mix
concrete (max. size of aggregates: 20mm nominal).
25.7.1 In beds | 27 | Cum | 5,391.5 | ₹1,45,570.5 |
| 6 | Random Rubble masonry with hard stone in foundation and plinth
including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse
sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and
curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) | 52.31 | Cum | 5,402.9 | ₹2,82,625.7 |
| 7 | Dry random rubble masonry with hard stone in foundation and plinth:
Without bond stone | 44.87 | Cum | 2,793.8 | ₹1,25,357.81 |
| 8 | 20mm cement plaster finished with a floating coat of neat cement of mix :
13.9.1 1 : 3 ( 1 cement : 3 fine sand) | 1,480 | Sqm | 486.8 | ₹7,20,464 |
| 9 | Carriage of stone from nearest source to site of work at an avg. Distance of 01 Km By Head Load | 82.61 | Cum | 1,212.68 | ₹1,00,179.49 |
| 10 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil | 9.19 | Cum | 592.9 | ₹5,447.57 |
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