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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹8.3 L+₹275.51 (0.03%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SAJAD AHMAD MIR L2 | Imdad Hussain Mirza L1 |
|---|---|---|---|---|---|
| 1.00 | 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 plain, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out excavated earth and disposal of surplus excavated earth 1 meter from cutting edge: All kinds of soil:
B/W slope cutting 1x3x1.4x2.5=10.5
T-cutting 1x3x1.4x0.6=2.52 Total=13.02cum
Total for 1 breast wall = 13.02 CuM
Total for 11 breast walls = 11x13.02 = 143.22 CuM | 143.02 | CuM | 200 ₹28,604 Lowest | 501 ₹71,653.02 |
| 2.00 | P/L of Stone soling (H/P)
B/W 1x3x1.3x0.15=0.59
Backfilling 0.5x3x0.6x1.5=1.35
Total=1.94cum
Total for 1 breast wall = 1.94 CuM
Total for 11 breast walls = 11x1.94 = 21.34 CuM | 21.34 | CuM | 500 ₹10,670 Lowest | 1,212 ₹25,864.08 |
| 3.00 | Providing and laying in position plain cement
concrete of specified grade including curing but excluding cost of centering and shuttering: All works upto plinth work 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size)
B/W 1x3x1.3x0.5=1.95cum
Total for 1 breast wall = 1.95 CuM
Total for 11 breast walls = 11x1.95 = 21.45 CuM | 21.45 | CuM | 3,000 ₹64,350 | 400 ₹8,580 Lowest |
| 4.00 | Providing and laying cement concrete in
retaining walls, return walls, walls (any
thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,
fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering
and finishing with.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
size)
B/W-B/G 1x3x1.3x0.2=0.78
B/W-A/G 1x3x(1.3+0.9)/2=6.3
Total =7.08
Total for 1 breast wall = 7.08 CuM
Total for 11 breast walls = 11x7.08 = 77.88 CuM | 77.88 | CuM | 8,900 ₹6,93,132 | 7,121 ₹5,54,583.48 Lowest |
| 5.00 | Centering and shuttering including strutting,
propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters, Buttresses, plinth and string course fillets, kerbs and steps etc.
B/W 1x2x5.013=10.03
Total for 1 breast wall = 10.03 sqM
Total for 11 breast walls = 11x10.03 = 110.33 sqM | 110.33 | sqM | 260 ₹28,685.8 Lowest | 701 ₹77,341.33 |
| 6.00 | P/L of weep holes of weather resistant material like PVC etc. typically 50mm to 150mm in diamater at a spacing of 1 to 1.5m, extending through full thickness of wall | 66 | mtr | 100 ₹6,600 Lowest | 800 ₹52,800 |
| 7.00Carriage of materials from the approved sources to work site by mechnical Transport | |||||
| 7.10 | Sand for an average lead of 10 Km(locally) | 45.65 | CuM | 0.1 ₹4.57 Lowest | 200 ₹9,130 |
| 7.20 | Aggregate for an average lead of 10 Km | 88.88 | CuM | 0.1 ₹8.89 Lowest | 200 ₹17,776 |
| 7.30 | Cement for an average lead of 80 Km | 28.16 | MT | 1 ₹28.16 Lowest | 500 ₹14,080 |
Tender Value
₹10.5 L
EMD Value
₹2,094
Closing Date
21 Feb 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer ECD karnah
Protection works for 33kV Double-Circuit Karnah Evacuation Line for 12 MW Hydel Power Plant at Karnah
2026_SPDC_301902_1
ECDK/01 dated 29/01/2026
Open Tender
Civil Works
Item Rate
90 days
Karnah
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
Chief Pay And Accounts Officer Baramulla
₹2,094
Yes
14 May 2026
31 Jan 2026
23 Feb 2026
31 Jan 2026
21 Feb 2026
31 Jan 2026
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 plain, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out excavated earth and disposal of surplus excavated earth 1 meter from cutting edge: All kinds of soil: B/W slope cutting 1x3x1.4x2.5=10.5 T-cutting 1x3x1.4x0.6=2.52 Total=13.02cum Total for 1 breast wall = 13.02 CuM Total for 11 breast walls = 11x13.02 = 143.22 CuM
P/L of Stone soling (H/P) B/W 1x3x1.3x0.15=0.59 Backfilling 0.5x3x0.6x1.5=1.35 Total=1.94cum Total for 1 breast wall = 1.94 CuM Total for 11 breast walls = 11x1.94 = 21.34 CuM
Providing and laying in position plain cement concrete of specified grade including curing but excluding cost of centering and shuttering: All works upto plinth work 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) B/W 1x3x1.3x0.5=1.95cum Total for 1 breast wall = 1.95 CuM Total for 11 breast walls = 11x1.95 = 21.45 CuM
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) B/W-B/G 1x3x1.3x0.2=0.78 B/W-A/G 1x3x(1.3+0.9)/2=6.3 Total =7.08 Total for 1 breast wall = 7.08 CuM Total for 11 breast walls = 11x7.08 = 77.88 CuM
Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters, Buttresses, plinth and string course fillets, kerbs and steps etc. B/W 1x2x5.013=10.03 Total for 1 breast wall = 10.03 sqM Total for 11 breast walls = 11x10.03 = 110.33 sqM
P/L of weep holes of weather resistant material like PVC etc. typically 50mm to 150mm in diamater at a spacing of 1 to 1.5m, extending through full thickness of wall
Carriage of materials from the approved sources to work site by mechnical Transport
Sand for an average lead of 10 Km(locally)
Aggregate for an average lead of 10 Km
Cement for an average lead of 80 Km
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