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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹8.3 L+₹65,567.93 (8.58%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-GST3B Not submitted as per ENIT |
Tender Value
₹9.0 L
EMD Value
₹17,980
Closing Date
23 Jun 2026, 4:00 pmClosed
XEN PWD REASI
XEN PWD REASI
Restoration of Holy Track including edge wall from Shri Ram Mandir to Holy Bhawan at Shiv Khori Ransoo
2026_PWDJK_311887_3
e-NIT No.12 of 2026-27 Dated 08-06-2026
Open Tender
Civil Works
Percentage
60 days
Reasi
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
XEN PWD REASI
₹17,980
2 Jul 2026
9 Jun 2026
24 Jun 2026
9 Jun 2026
23 Jun 2026
9 Jun 2026
9 Jun 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 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. Ordinary Rock 40% | 41.5 | Cum | 940.3 | ₹39,022.45 |
| 2 | 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. Hard Rock Blasting prohibited) 60% | 62.25 | Cum | 2,218.1 | ₹1,38,076.73 |
| 3 | Dismantling tile work in floors and roofs laid in cement mortar including
stacking material within 50 meters lead. For thickness of tiles 10 mm to 25 mm | 310.11 | Sqm | 57 | ₹17,676.27 |
| 4 | Chequerred precast cement concrete tiles 22mm thick in footpath and
courtyard, jointed with neat cement slurry mixed with pigment to match
the shade of the tiles, including rubbing, cleaning and curing complete,
on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) . Ordinary cement without any pigment. | 516.85 | Sqm | 903.85 | ₹4,67,154.87 |
| 5 | Demolishing stone rubble masonry manually/by mechanical means
including stacking of serviceable material and disposal of unserviceable
material within 50 meters lead as per direction of Engineer-in-charge In cement mortar | 10.21 | cum | 1,740.45 | ₹17,769.99 |
| 6 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 21.45 | Cum | 5,733.6 | ₹1,22,985.72 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | 37.8 | sqm | 286.35 | ₹10,824.03 |
| 8 | Carriage of Sand & Stone agg avg 50 Km by MT | 35.81 | cum | 741.14 | ₹26,540.22 |
| 9 | Carriage of Sand & Stone Agg avg 1.5 Km by HL | 35.81 | cum | 1,467.68 | ₹52,557.62 |
| 10 | Carriage of Cement 1.5Kms by H.L | 11.16 | cum | 610.67 | ₹6,815.08 |
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