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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.9 LAccepted-AOC | L1 | Accepted-AOC Being L1 Bidder | |
| 2 | L2₹32.4 L+₹85,515.41 (2.71%)Rejected-Finance | L2 | Rejected-Finance Not Being L1 Bidder | |
| 3 | L3₹33.8 L+₹2.3 L (7.24%)Rejected-Finance | L3 | Rejected-Finance Not Being L1 Bidder | |
| 4 | L4₹34.6 L+₹3.1 L (9.75%)Rejected-Finance JIB MORH GARHI OPPOSITE GURUDWARA UDHAMPUR 182121 JAMMU KASHMIR | UDHAMPUR | JAMMU AND KASHMIR | 182121 | L4 | Rejected-Finance Not Being L1 Bidder | |
| 5 | L5₹34.6 L+₹3.1 L (9.92%)Rejected-Finance | L5 | Rejected-Finance Not Being L1 Bidder |
| Sl No | Description | Qty | Unit | RAMAN CONSTRUCTION CO L8 | M/S Inderjit Sharma and Co. L11 | jyoti parkash sharma L3 | VIRINDER SINGH L10 | M/S SACHKHAND ROAD SERVICE L9 | vmd traders L5 | M/s AKHIL SHARMA L2 | MAHADEV ENTERPRISES L7 | M/S S. SQUARE L6 | M/s Susheel Kumar Govt. Contractor L1 | M/S TARSEM LAL L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brickwork or stone/ boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework complete all as specified and directed by Engr-in-charge. | 103.6 | Cum | 100 ₹10,360 | 250 ₹25,900 | 100 ₹10,360 | 100 ₹10,360 | 10 ₹1,036 Lowest | 111 ₹11,499.6 | 100 ₹10,360 | 200 ₹20,720 | 100 ₹10,360 | 45 ₹4,662 | 150 ₹15,540 |
| 2.00 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out in any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and directed by Engr-in-charge. | 268 | Each | 200 ₹53,600 | 150 ₹40,200 | 150 ₹40,200 | 100 ₹26,800 | 30 ₹8,040 Lowest | 125 ₹33,500 | 100 ₹26,800 | 90 ₹24,120 | 150 ₹40,200 | 70 ₹18,760 | 100 ₹26,800 |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed by Engr-in-charge . | 53.98 | Cum | 200 ₹10,796.4 | 200 ₹10,796.4 | 200 ₹10,796.4 | 180 ₹9,716.76 | 50 ₹2,699.1 Lowest | 150 ₹8,097.3 | 100 ₹5,398.2 | 200 ₹10,796.4 | 180 ₹9,716.76 | 150 ₹8,097.3 | 150 ₹8,097.3 |
| 4.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in any type of soil. | 304.1 | Sqm | 30 ₹9,123 | 30 ₹9,123 | 60 ₹18,246 | 5 ₹1,520.5 Lowest | 10 ₹3,041 | 125 ₹38,012.5 | 20 ₹6,082 | 20 ₹6,082 | 50 ₹15,205 | 20 ₹6,082 | 30 ₹9,123 |
| 5.00 | Excavation in trenches and exceeding 1.5m wide and not exc 1.5m in depth in hard/dense soil and getting out all as specified and directed by Engr-in-charge. | 7.56 | Cum | 200 ₹1,512 | 200 ₹1,512 | 200 ₹1,512 | 180 ₹1,360.8 | 300 ₹2,268 | 200 ₹1,512 | 120 ₹907.2 Lowest | 200 ₹1,512 | 250 ₹1,890 | 250 ₹1,890 | 150 ₹1,134 |
| 6.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed by Engr-in-charge. | 19.72 | Cum | 50 ₹986.05 | 70 ₹1,380.46 | 65 ₹1,281.86 | 50 ₹986.05 | 20 ₹394.42 Lowest | 200 ₹3,944.18 | 50 ₹986.05 | 100 ₹1,972.09 | 80 ₹1,577.67 | 80 ₹1,577.67 | 150 ₹2,958.14 |
| 7.00 | Removing surplus spoil to a distance n.exc 50m and deposited where directed at a level not exceeding 1.50 m above the starting point complete all as specified and directed by Engr-in-charge. | 4.68 | Cum | 100 ₹467.91 | 70 ₹327.54 | 65 ₹304.14 | 15 ₹70.19 Lowest | 20 ₹93.58 | 200 ₹935.82 | 50 ₹233.96 | 90 ₹421.12 | 80 ₹374.33 | 80 ₹374.33 | 150 ₹701.87 |
| 8.00 | M&L for PCC 1:4:8 type D2 using 40 mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed by Engr-in-charge. | 66.03 | Cum | 2,000 ₹1,32,062 | 4,000 ₹2,64,124 | 2,800 ₹1,84,886.8 | 2,800 ₹1,84,886.8 | 1,500 ₹99,046.5 Lowest | 2,222 ₹1,46,720.88 | 2,000 ₹1,32,062 | 2,600 ₹1,71,680.6 | 3,400 ₹2,24,505.4 | 2,450 ₹1,61,775.95 | 2,200 ₹1,45,268.2 |
| 9.00 | M&L for PCC 1:2:4 type B2 using 40 mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed by Engr-in-charge. | 34.19 | Cum | 4,000 ₹1,36,764 | 6,000 ₹2,05,146 | 5,000 ₹1,70,955 | 3,500 ₹1,19,668.5 | 2,200 ₹75,220.2 Lowest | 4,000 ₹1,36,764 | 4,500 ₹1,53,859.5 | 4,000 ₹1,36,764 | 5,200 ₹1,77,793.2 | 3,900 ₹1,33,344.9 | 4,400 ₹1,50,440.4 |
| 10.00 | S&F for Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engr-in-charge. | 7,955.66 | Kg | 100 ₹7,95,565.6 | 100 ₹7,95,565.6 | 85 ₹6,76,230.76 | 95 ₹7,55,787.32 | 68 ₹5,40,984.61 Lowest | 95 ₹7,55,787.32 | 88 ₹7,00,097.73 | 85 ₹6,76,230.76 | 88 ₹7,00,097.73 | 95 ₹7,55,787.32 | 89 ₹7,08,053.38 |
Tender Value
₹42.5 L
EMD Value
₹85,000
Closing Date
3 Jul 2026, 6:00 pmClosed
GE SOUTH UDHAMPUR
GE SOUTH UDHAMPUR
PROVN OF CHANIN LINK FENCING AROUND THE BLDG NO NP24 AT 12 DOGRA AND OTHER SANCTION WORK UNDER GE SOUTH UDHAMPUR
2026_MES_771619_1
GE/S(U)-65/2026-27
Open Tender
Civil Works
Works
180 days
GE SOUTH UDHAMPUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE SOUTH UDHAMPUR
₹85,000
28 Jul 2026
12 Jun 2026
4 Jul 2026
12 Jun 2026
3 Jul 2026
26 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of brickwork or stone/ boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework complete all as specified and directed by Engr-in-charge. | 1 | Cum | - | - |
| 2 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out in any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and directed by Engr-in-charge. | - | Each | - | - |
| 3 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed by Engr-in-charge . | 1 | Cum | - | - |
| 4 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in any type of soil. | 1 | Sqm | - | - |
| 5 | Excavation in trenches and exceeding 1.5m wide and not exc 1.5m in depth in hard/dense soil and getting out all as specified and directed by Engr-in-charge. | 1 | Cum | - | - |
| 6 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed by Engr-in-charge. | 0.6 | Cum | - | - |
| 7 | Removing surplus spoil to a distance n.exc 50m and deposited where directed at a level not exceeding 1.50 m above the starting point complete all as specified and directed by Engr-in-charge. | 0.4 | Cum | - | - |
| 8 | M&L for PCC 1:4:8 type D2 using 40 mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed by Engr-in-charge. | 0.4 | Cum | - | - |
| 9 | M&L for PCC 1:2:4 type B2 using 40 mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed by Engr-in-charge. | - | Cum | - | - |
| 10 | S&F for Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engr-in-charge. | 0.4 | Kg | - | - |
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