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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.1 LAdmitted-Finance GURDWARA LINE SHOWROOM NO 6 DESHMESH MARKET SRI VIJAYA PURAM 744101 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | L1 | Admitted-Finance | |
| 2 | L2₹47.2 L+₹2.1 L (4.72%)Admitted-Finance NEAR BSNL RESIDENTIAL COMPLEX GURUDWARA LANE PORT BLAIR 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | L2 | Admitted-Finance | |
| 3 | L3₹48.9 L+₹3.8 L (8.48%)Admitted-Finance 79 MAHATMA GANDHI MARKET SRI VIJAYA PURAM 744101 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | L3 | Admitted-Finance | |
| 4 | L4₹50.9 L+₹5.8 L (12.9%)Admitted-Finance PB NO 809 ABERDEEN BAZAR PO ATLANTA POINT NEAR POLICE WIRELESS PORT BLAIR 744104 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744104 | L4 | Admitted-Finance | |
| 5 | L5₹50.9 L+₹5.9 L (13.0%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SALCON ENGINEERS AND FABRICATORS L1 | Gulmarg Electrical Service L3 | Ravi Enterprises L6 | SKY GROUP L5 | KRISHNA TRADING COMPANY L7 | DHAKSHNA MOORTHY AND SON L8 | Chandra Construction Enterprises L4 | M/S R R ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of PCC Block walling built in cement mortar, complete all as specified and as directed. | 52.92 | Cum | 100 ₹5,292 Lowest | 120 ₹6,350.4 | 136 ₹7,197.12 | 135 ₹7,144.2 | 134 ₹7,091.28 | 158 ₹8,361.36 | 133 ₹7,038.36 | 110 ₹5,821.2 |
| 2.00 | Excavating in trenches for hard/dense soil, 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 complete all as specified and as directed | 145.13 | Cum | 400 ₹58,052 Lowest | 420 ₹60,954.6 | 465 ₹67,485.45 | 462 ₹67,050.06 | 495 ₹71,839.35 | 512 ₹74,306.56 | 452 ₹65,598.76 | 412 ₹59,793.56 |
| 3.00 | All as per Item Ser No.2.00 but n.exceeding 1.50 m wide and not exceeding 3 m in depth in hard/dense soil and getting out complete all as specified and as directed. | 63.18 | Cum | 400 ₹25,272 Lowest | 450 ₹28,431 | 470 ₹29,694.6 | 468 ₹29,568.24 | 466 ₹29,441.88 | 512 ₹32,348.16 | 459 ₹28,999.62 | 412 ₹26,030.16 |
| 4.00 | Returning, filling in soil, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed. | 140.68 | Cum | 100 ₹14,068 Lowest | 180 ₹25,322.4 | 182 ₹25,603.76 | 181 ₹25,463.08 | 189 ₹26,588.52 | 198 ₹27,854.64 | 183 ₹25,744.44 | 123 ₹17,303.64 |
| 5.00 | Removing excavated soil to a distance exc 500m but n exc 1.5 km and deposting where directed complete all as specified and as directed. | 67.63 | Cum | 100 ₹6,763 Lowest | 120 ₹8,115.6 | 136 ₹9,197.68 | 135 ₹9,130.05 | 136 ₹9,197.68 | 165 ₹11,158.95 | 124 ₹8,386.12 | 112 ₹7,574.56 |
| 6.00 | M&L for PCC 1:3:6, type C2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. | 18.89 | Cum | 12,000 ₹2,26,680 Lowest | 13,500 ₹2,55,015 | 14,300 ₹2,70,127 | 14,120 ₹2,66,726.8 | 14,220 ₹2,68,615.8 | 15,230 ₹2,87,694.7 | 14,025 ₹2,64,932.25 | 13,000 ₹2,45,570 |
| 7.00 | M&L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 5,036.83 | Kg | 160 ₹8,05,892.8 Lowest | 178 ₹8,96,555.74 | 189 ₹9,51,960.87 | 184 ₹9,26,776.72 | 189 ₹9,51,960.87 | 213 ₹10,72,844.79 | 187 ₹9,41,887.21 | 168 ₹8,46,187.44 |
| 8.00 | S&F TMT bars 5 mm dia and over up to and including 10 mm dia cut out length bent to shape including cranking, bending and binding with 0.9 mm dia mild steel wire or securing with clips for stirrups complete all as specified and as directed | 1,558.93 | Kg | 160 ₹2,49,428.8 Lowest | 178 ₹2,77,489.54 | 189 ₹2,94,637.77 | 184 ₹2,86,843.12 | 189 ₹2,94,637.77 | 213 ₹3,32,052.09 | 187 ₹2,91,519.91 | 168 ₹2,61,900.24 |
| 9.00 | M&L for Reinforced cement concrete M-30, (Design Mix) (using 20mm graded stone aggregate) as in Foundations, footings, foundation beams; plinth beams; bases for columns, etc complete all as specfied and as directed. | 59.99 | Cum | 15,500 ₹9,29,845 Lowest | 16,800 ₹10,07,832 | 17,200 ₹10,31,828 | 17,100 ₹10,25,829 | 17,120 ₹10,27,028.8 | 18,450 ₹11,06,815.5 | 17,005 ₹10,20,129.95 | 16,500 ₹9,89,835 |
| 10.00 | M&L for Reinforced cement concrete M-30, (Design Mix) (using 20mm graded stone aggregate) as in columns, pillars, piers, posts, beam and struts etc complete all as specfied and directed. | 13.61 | Cum | 15,500 ₹2,10,955 Lowest | 16,800 ₹2,28,648 | 17,200 ₹2,34,092 | 17,100 ₹2,32,731 | 17,120 ₹2,33,003.2 | 18,450 ₹2,51,104.5 | 17,005 ₹2,31,438.05 | 16,500 ₹2,24,565 |
Tender Value
₹41.5 L
EMD Value
₹83,500
Closing Date
18 Sept 2026, 6:00 pmClosed
GE BRICHGUNJ, SRI VIJAYA PURAM
GE BRICHGUNJ, SRI VIJAYA PURAM
SPECIAL REPAIR TO BOUNDARY WALL AT CERTAIN LOCATION AT BATHU BASTI AIR FORCE STATION, SRI VIJAYA PURAM
2026_MES_785630_1
8832A
Open Tender
Civil Works
Item Rate
180 days
GE BRICHGUNJ, SRI VIJAYA PURAM
AS PER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
Yes
₹83,500
Yes
24 Sept 2026
21 Aug 2026
21 Sept 2026
21 Aug 2026
18 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of PCC Block walling built in cement mortar, complete all as specified and as directed. | 52.92 | Cum | 1.25 | ₹66.15 |
| 2 | Excavating in trenches for hard/dense soil, 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 complete all as specified and as directed | 145.13 | Cum | - | - |
| 3 | All as per Item Ser No.2.00 but n.exceeding 1.50 m wide and not exceeding 3 m in depth in hard/dense soil and getting out complete all as specified and as directed. | 63.18 | Cum | 100 | ₹6,318 |
| 4 | Returning, filling in soil, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed. | 140.68 | Cum | 53 | ₹7,456.04 |
| 5 | Removing excavated soil to a distance exc 500m but n exc 1.5 km and deposting where directed complete all as specified and as directed. | 67.63 | Cum | 10 | ₹676.3 |
| 6 | M&L for PCC 1:3:6, type C2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. | 18.89 | Cum | 11 | ₹207.79 |
| 7 | M&L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 5,036.83 | Kg | 1.25 | ₹6,296.04 |
| 8 | S&F TMT bars 5 mm dia and over up to and including 10 mm dia cut out length bent to shape including cranking, bending and binding with 0.9 mm dia mild steel wire or securing with clips for stirrups complete all as specified and as directed | 1,558.93 | Kg | - | - |
| 9 | M&L for Reinforced cement concrete M-30, (Design Mix) (using 20mm graded stone aggregate) as in Foundations, footings, foundation beams; plinth beams; bases for columns, etc complete all as specfied and as directed. | 59.99 | Cum | 100 | ₹5,999 |
| 10 | M&L for Reinforced cement concrete M-30, (Design Mix) (using 20mm graded stone aggregate) as in columns, pillars, piers, posts, beam and struts etc complete all as specfied and directed. | 13.61 | Cum | 53 | ₹721.33 |
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