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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.6 LAccepted-AOC 1 TROPICAL REFRIGERATION PHONIX BAY PORT BLAIR PORT BLAIR ANDAMAN NICOBAR 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | L1 | Accepted-AOC Being lowest. | |
| 2 | L2₹43.8 L+₹18,172.80 (0.42%)Rejected-AOC | L2 | Rejected-AOC Not being lowest. | |
| 3 | L3₹44.6 L+₹1.0 L (2.32%)Rejected-AOC | L3 | Rejected-AOC Not being lowest. | |
| 4 | L4₹45.8 L+₹2.2 L (5.05%)Rejected-AOC | L4 | Rejected-AOC Not being lowest. | |
| 5 | L5₹46.0 L+₹2.4 L (5.51%)Rejected-AOC 94A APR COLONY BILHARI JABALPUR MP | JABALPUR | MADHYA PRADESH | 482020 | L5 | Rejected-AOC Not being lowest. |
| Sl No | Description | Qty | Unit | Ravi Enterprises L5 | SKY GROUP L3 | KML CONSTRUCTION L4 | ASHOK BISWAS L7 | M/s Karbhagam Sales Agency L6 | Tropical Refrigeration L1 | DHAKSHNA MOORTHY AND SON L2 | Chandra Construction Enterprises L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 getting out complete all as specified and as directed. | 28.8 | Cubic Metre | 923 ₹26,582.4 | 912 ₹26,265.6 | 925 ₹26,640 | 935 ₹26,928 | 932 ₹26,841.6 | 900 ₹25,920 Lowest | 902 ₹25,977.6 | 920 ₹26,496 |
| 2.00 | Removing excavated material to a distance not exc 50m and depositing where directed at a level not exc 1.5 m above the starting point all as specified and directed. | 18.8 | Cubic Metre | 412 ₹7,745.6 | 423 ₹7,952.4 | 410 ₹7,708 | 426 ₹8,008.8 | 412 ₹7,745.6 | 400 ₹7,520 Lowest | 405 ₹7,614 | 425 ₹7,990 |
| 3.00 | Returning, filling in, incl. spreading, levelling, watering and well ramming in layers not exc 25cm in any type of soil all as specified and directed. | 10 | Cubic Metre | 412 ₹4,120 | 412 ₹4,120 | 410 ₹4,100 | 426 ₹4,260 | 412 ₹4,120 | 400 ₹4,000 Lowest | 405 ₹4,050 | 425 ₹4,250 |
| 4.00 | Material and labour for hard core with broken stone or boulders of gauge not exceeding 63 mm, deposited, spread, and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface all as specified and as directed. | 7.2 | Cubic Metre | 6,580 ₹47,376 | 6,950 ₹50,040 | 6,850 ₹49,320 | 6,950 ₹50,040 | 7,120 ₹51,264 | 6,500 ₹46,800 Lowest | 6,506 ₹46,843.2 | 7,250 ₹52,200 |
| 5.00 | Material and labour for plain cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation filling and mass concrete including necessary form work complete all as specified and as directed. | 7.2 | Cubic Metre | 16,980 ₹1,22,256 | 16,700 ₹1,20,240 | 16,450 ₹1,18,440 | 16,520 ₹1,18,944 | 16,320 ₹1,17,504 Lowest | 16,500 ₹1,18,800 | 16,505 ₹1,18,836 | 16,900 ₹1,21,680 |
| 6.00 | M&L for Pre-cast cement concrete block masonry with solid blocks using type C1(1:3:6) (20mm graded aggregate) ,size exc 10cm in width and setting in cement mortar 1:6 complete all as specified and directed. | 73.2 | Cubic Metre | 22,350 ₹16,36,020 | 21,550 ₹15,77,460 | 22,200 ₹16,25,040 | 22,655 ₹16,58,346 | 22,300 ₹16,32,360 | 21,000 ₹15,37,200 Lowest | 21,050 ₹15,40,860 | 23,500 ₹17,20,200 |
| 7.00 | Material and labour for providing precast cement concrete 1:2:4 type B0 using 12.5 mm graded stone aggregate as in louvres and jallies, 25mm thick (measured solid), including all mouldings and setting in cement mortar 1:4 complete all as specified and as directed. | 179 | Square Metre | 2,365 ₹4,23,335 | 2,230 ₹3,99,170 | 2,160 ₹3,86,640 Lowest | 2,230 ₹3,99,170 | 2,230 ₹3,99,170 | 2,300 ₹4,11,700 | 2,301 ₹4,11,879 | 2,365 ₹4,23,335 |
| 8.00 | Material and labour for reinforced cement concrete 1:2:4, type B1,using 20 mm graded granite stone aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the likee all as specified and as directed.
Note : Reinforcement and form work shall be measured and paid separately. | 5.5 | Cubic Metre | 25,850 ₹1,42,175 | 25,020 ₹1,37,610 | 25,800 ₹1,41,900 | 25,900 ₹1,42,450 | 25,300 ₹1,39,150 | 25,000 ₹1,37,500 Lowest | 25,020 ₹1,37,610 | 25,600 ₹1,40,800 |
| 9.00 | Use and waste of Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams to rough finished surface of concrete for flat complete all as specified and as directed. | 90 | Square Metre | 985 ₹88,650 | 968 ₹87,120 | 960 ₹86,400 | 980 ₹88,200 | 952 ₹85,680 | 950 ₹85,500 Lowest | 966 ₹86,940 | 968 ₹87,120 |
| 10.00 | Material and Labour for TMT bar 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. | 221 | Kilogram | 213 ₹47,073 | 213 ₹47,073 | 235 ₹51,935 | 245 ₹54,145 | 220 ₹48,620 | 200 ₹44,200 Lowest | 203 ₹44,863 | 230 ₹50,830 |
Tender Value
₹44.5 L
EMD Value
₹94,000
Closing Date
19 May 2026, 6:00 pmClosed
GE 866 EWS CARNICOBAR
GE 866 EWS CARNICOBAR PIN-913866 C/O 99APO
PROVISION OF VIEW CUTTER WALL AT CERTAIN LOCATIONS AT AIR FORCE STATION CAR NICOBAR AND PROVISION OF INTERLOCKING TILES IN FRONT OF BUILDING NO P-440 AT AF STATION CAR NICOBAR
2026_MES_762556_1
8798/E8
Open Tender
Civil Works
Item Rate
270 days
GE 866 EWS CARNICOBAR AIR FORCE STATION
As per tender documents
9 documents required · 9 mandatory
₹500
GE 866 EWS
₹94,000
Yes
29 Jul 2026
28 Apr 2026
26 May 2026
28 Apr 2026
19 May 2026
5 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 getting out complete all as specified and as directed. | 28.8 | Cubic Metre | - | - |
| 2 | Removing excavated material to a distance not exc 50m and depositing where directed at a level not exc 1.5 m above the starting point all as specified and directed. | 18.8 | Cubic Metre | - | - |
| 3 | Returning, filling in, incl. spreading, levelling, watering and well ramming in layers not exc 25cm in any type of soil all as specified and directed. | 10 | Cubic Metre | - | - |
| 4 | Material and labour for hard core with broken stone or boulders of gauge not exceeding 63 mm, deposited, spread, and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface all as specified and as directed. | 7.2 | Cubic Metre | - | - |
| 5 | Material and labour for plain cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation filling and mass concrete including necessary form work complete all as specified and as directed. | 7.2 | Cubic Metre | - | - |
| 6 | M&L for Pre-cast cement concrete block masonry with solid blocks using type C1(1:3:6) (20mm graded aggregate) ,size exc 10cm in width and setting in cement mortar 1:6 complete all as specified and directed. | 73.2 | Cubic Metre | - | - |
| 7 | Material and labour for providing precast cement concrete 1:2:4 type B0 using 12.5 mm graded stone aggregate as in louvres and jallies, 25mm thick (measured solid), including all mouldings and setting in cement mortar 1:4 complete all as specified and as directed. | 179 | Square Metre | - | - |
| 8 | Material and labour for reinforced cement concrete 1:2:4, type B1,using 20 mm graded granite stone aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the likee all as specified and as directed.
Note : Reinforcement and form work shall be measured and paid separately. | 5.5 | Cubic Metre | - | - |
| 9 | Use and waste of Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams to rough finished surface of concrete for flat complete all as specified and as directed. | 90 | Square Metre | - | - |
| 10 | Material and Labour for TMT bar 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. | 221 | Kilogram | - | - |
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