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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 Cr+₹8.4 L (3.64%)Admitted-Finance H NO 28 KAMAL PURA CHERHAR CHERHAR POOCHAL KISHTWAR KISHTWAR JAMMU KASHMIR 182204 | KISHTWAR | JAMMU AND KASHMIR | 182204 | ₹2.4 Cr+₹8.4 L (3.64%) | L2 | Admitted-Finance |
| 3 | L3₹2.4 Cr+₹10.5 L (4.55%)Admitted-Finance | ₹2.4 Cr+₹10.5 L (4.55%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | M/S GMT L1 | SAR CONSTRUCTION WORKS PRIVATE LIMITED L3 | AZAMANAT OVERSEAS PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|
| 1.00Earth work in bulk excavation by mechanical means (hydraulic excavator) 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. | ||||||
| 1.10 | All kinds of soil | 2,670.05 | Cum | 209 ₹5,58,040.45 Lowest | 218.5 ₹5,83,405.93 | 216.6 ₹5,78,332.83 |
| 1.20 | Ordinary Rock | 1,112.52 | Cum | 429 ₹4,77,271.08 Lowest | 448.5 ₹4,98,965.22 | 444.6 ₹4,94,626.39 |
| 2.00Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 50 meter beyond 1 m from cutting edge | ||||||
| 2.10 | All kinds of soil | 667.51 | Cum | 737 ₹4,91,954.87 Lowest | 770.5 ₹5,14,316.46 | 763.8 ₹5,09,844.14 |
| 3.00 | 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) | 1,703.07 | Cum | 7,205 ₹1,22,70,619.35 Lowest | 7,532.5 ₹1,28,28,374.78 | 7,467 ₹1,27,16,823.69 |
| 4.00 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 96.17 | Cum | 6,630 ₹6,37,607.1 Lowest | 6,932.2 ₹6,66,669.67 | 6,871.92 ₹6,60,872.55 |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form for: | ||||||
| 5.10 | Foundations, footings, bases of columns etc. for mass concrete | 396.36 | Sqm | 314.6 ₹1,24,694.86 Lowest | 328.9 ₹1,30,362.8 | 326.04 ₹1,29,229.21 |
| 5.20 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 594.54 | Sqm | 693 ₹4,12,016.22 Lowest | 724.5 ₹4,30,744.23 | 718.2 ₹4,26,998.63 |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
7 Apr 2025, 5:30 pmClosed
General Manager
Kiru HEP, Chenab Nagar-II, DSB Colony, Kishtwar
Development of benches by providing Retaining Walls at Kiru HEP, Patharnaki, Dist. Kishtwar
2025_CVPP_853482_1
CVPPL/Kiru/P and C/PKG C-38/2024-25/657
Open Tender
Civil Works
Works
180 days
Kiru HEP at Pathernaki
As per tender document
2 documents required · 2 mandatory
₹1,770
Kiru HEP CVPPL
₹4.5 L
Yes
4 Sept 2025
17 Mar 2025
14 Apr 2025
17 Mar 2025
7 Apr 2025
17 Mar 2025
Amount
Earth work in bulk excavation by mechanical means (hydraulic excavator) 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
Ordinary Rock
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 50 meter beyond 1 m from cutting edge
All kinds of soil
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)
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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns etc. for mass concrete
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Dry random rubble masonry with hard stone in foundation and plinth using quarry stone: Without bond stone
AZAMANAT OVERSEAS PRIVATE LIMITED (BID ID -3198892)
SAR CONSTRUCTION WORKS PRIVATE LIMITED (BID ID -3198388)
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