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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.3 LAdmitted-Finance DOOR NO 18 13 3 3RD FLOOR HILL CREST APARTMENTS SEETHAMMADHARA NORTH EXTENSION VISAKHAPATNAM 530 013 | VISAKHAPATANAM | ANDHRA PRADESH | 530013 | L1 | Admitted-Finance | |
| 2 | L2₹27.8 L+₹50,459.76 (1.85%)Admitted-Finance D NO 18 13 4 3RD FLOOR HILL CREST APARTMENT SEETHAMADHARA NORTH EXTENSION VISAKHAPATNAM 530 013 | VISAKHAPATANAM | ANDHRA PRADESH | 530013 | L2 | Admitted-Finance | |
| 3 | L3₹27.9 L+₹62,483.33 (2.29%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹28.4 L+₹1.1 L (4.11%)Admitted-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | L4 | Admitted-Finance | |
| 5 | L5₹30.5 L+₹3.2 L (11.8%)Admitted-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | HARISH CONSTRUCTION L1 | M/s VENKATA JAHNAVI CONSTRUCTIONS L11 | M/s Sudersana Traders L2 | RATNA ENTERPRISES L12 | P SRINIVASA RAO L8 | ALLURI CONSTRUCTIONS L5 | P VENKATA RAO L6 | VIJAY VINAYAKA INFRA L10 | DHEERU BUILDERS L7 | Sri Vayuputra Constructions L14 | G VENKATA RAO L3 | N V S S K N SIVA PRASAD L13 | SRI SAI MANIKANTA ENTERPRISES L4 | SSV CONSTRUCTIONS L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard / dense soil complete all as specified and directed. | 1,300 | Sqm | 40.5 ₹52,650 | 25 ₹32,500 Lowest | 45 ₹58,500 | 100 ₹1,30,000 | 45 ₹58,500 | 45 ₹58,500 | 90 ₹1,17,000 | 65 ₹84,500 | 120 ₹1,56,000 | 127 ₹1,65,100 | 35 ₹45,500 | 110 ₹1,43,000 | 85 ₹1,10,500 | 50 ₹65,000 |
| 2.00 | M & L for moorum/red bajri filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. | 250 | Cum | 702 ₹1,75,500 | 1,500 ₹3,75,000 | 801 ₹2,00,250 | 1,100 ₹2,75,000 | 819 ₹2,04,750 | 599 ₹1,49,750 Lowest | 756 ₹1,89,000 | 1,050 ₹2,62,500 | 800 ₹2,00,000 | 1,050 ₹2,62,500 | 750 ₹1,87,500 | 700 ₹1,75,000 | 1,249 ₹3,12,250 | 1,200 ₹3,00,000 |
| 3.00 | M & L for 100 mm thick, plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in sub-base of flooring, etc complete all as specified and directed. | 1,300 | Sqm | 302.4 ₹3,93,120 | 300 ₹3,90,000 | 306 ₹3,97,800 | 250 ₹3,25,000 Lowest | 369 ₹4,79,700 | 349 ₹4,53,700 | 477 ₹6,20,100 | 420 ₹5,46,000 | 800 ₹10,40,000 | 380 ₹4,94,000 | 330 ₹4,29,000 | 290 ₹3,77,000 | 380 ₹4,94,000 | 420 ₹5,46,000 |
| 4.00 | M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. | 97.5 | Cum | 801 ₹78,097.5 | 1,500 ₹1,46,250 | 900 ₹87,750 | 1,300 ₹1,26,750 | 1,269 ₹1,23,727.5 | 649 ₹63,277.5 | 1,602 ₹1,56,195 | 450 ₹43,875 Lowest | 750 ₹73,125 | 1,456 ₹1,41,960 | 750 ₹73,125 | 1,050 ₹1,02,375 | 1,449 ₹1,41,277.5 | 2,300 ₹2,24,250 |
| 5.00 | M & L for Machine pressed precast conctete coloured interlocking paver block with glossy finish ,any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment including taking out old tiles complete all as specified and directed. | 60 | Sqm | 792 ₹47,520 | 700 ₹42,000 | 800.1 ₹48,006 | 650 ₹39,000 | 855 ₹51,300 | 999 ₹59,940 | 801 ₹48,060 | 850 ₹51,000 | 500 ₹30,000 Lowest | 800 ₹48,000 | 680 ₹40,800 | 780 ₹46,800 | 729 ₹43,740 | 850 ₹51,000 |
| 6.00 | M & L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigment complete all as specified and directed. | 1,300 | Sqm | 820.8 ₹10,67,040 | 800 ₹10,40,000 | 774 ₹10,06,200 Lowest | 850 ₹11,05,000 | 1,089 ₹14,15,700 | 1,049 ₹13,63,700 | 873 ₹11,34,900 | 1,150 ₹14,95,000 | 900 ₹11,70,000 | 845 ₹10,98,500 | 830 ₹10,79,000 | 990 ₹12,87,000 | 839 ₹10,90,700 | 850 ₹11,05,000 |
| 7.00 | S&L factory made precast kerb stone of size( 300x300x100 ) mm in M-25 grade cement concrete set and jointed in CM(1:4) including making drainage opening where ever required complete all as specified and directed | 9.22 | Cum | 4,500 ₹41,490 Lowest | 6,000 ₹55,320 | 5,040 ₹46,468.8 | 6,500 ₹59,930 | 9,999 ₹92,190.78 | 9,000 ₹82,980 | 15,507 ₹1,42,974.54 | 6,510 ₹60,022.2 | 10,500 ₹96,810 | 10,000 ₹92,200 | 9,800 ₹90,356 | 4,500 ₹41,490 Lowest | 6,320 ₹58,270.4 | 12,000 ₹1,10,640 |
| 8.00 | Removing excavated materials exc 1.5 Km but n. exc 5 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 422.22 | Cum | 90 ₹37,999.8 Lowest | 200 ₹84,444 | 126 ₹53,199.72 | 200 ₹84,444 | 369 ₹1,55,799.18 | 149 ₹62,910.78 | 369 ₹1,55,799.18 | 120 ₹50,666.4 | 200 ₹84,444 | 520 ₹2,19,554.4 | 130 ₹54,888.6 | 300 ₹1,26,666 | 349 ₹1,47,354.78 | 550 ₹2,32,221 |
| 9.00 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, trenches for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed. | 49.78 | Sqm | 108 ₹5,376.24 Lowest | 330 ₹16,427.4 | 153 ₹7,616.34 | 380 ₹18,916.4 | 279 ₹13,888.62 | 2,900 ₹1,44,362 | 351 ₹17,472.78 | 190 ₹9,458.2 | 287 ₹14,286.86 | 354 ₹17,622.12 | 280 ₹13,938.4 | 300 ₹14,934 | 480 ₹23,894.4 | 320 ₹15,929.6 |
| 10.00 | M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed. | 1.28 | Cum | 3,600 ₹4,608 | 4,900 ₹6,272 | 3,339 ₹4,273.92 | 4,900 ₹6,272 | 4,149 ₹5,310.72 | 3,999 ₹5,118.72 | 6,750 ₹8,640 | 3,500 ₹4,480 | 7,000 ₹8,960 | 4,400 ₹5,632 | 3,500 ₹4,480 | 3,000 ₹3,840 Lowest | 4,190 ₹5,363.2 | 4,000 ₹5,120 |
Tender Value
₹44.2 L
EMD Value
₹88,320
Closing Date
27 Aug 2026, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
PROVISION OF HARD STANDING WITH PAVER BLOCK AND SEWAGE DISPOSAL SYSTEM AT BUILDING NO P-90, DOLPHIN HILL, VISAKHAPATNAM
2026_MES_783148_1
C/8714/26-27/E8 TOKEN 47 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
VISAKHAPATNAM
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GARRISON ENGINEER (NAVAL BASE)
₹88,320
Yes
9 Sept 2026
6 Aug 2026
29 Aug 2026
6 Aug 2026
27 Aug 2026
20 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard / dense soil complete all as specified and directed. | 1,300 | Sqm | - | - |
| 2 | M & L for moorum/red bajri filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. | 250 | Cum | - | - |
| 3 | M & L for 100 mm thick, plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in sub-base of flooring, etc complete all as specified and directed. | 1,300 | Sqm | - | - |
| 4 | M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. | 97.5 | Cum | - | - |
| 5 | M & L for Machine pressed precast conctete coloured interlocking paver block with glossy finish ,any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment including taking out old tiles complete all as specified and directed. | 60 | Sqm | - | - |
| 6 | M & L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigment complete all as specified and directed. | 1,300 | Sqm | - | - |
| 7 | S&L factory made precast kerb stone of size( 300x300x100 ) mm in M-25 grade cement concrete set and jointed in CM(1:4) including making drainage opening where ever required complete all as specified and directed | 9.22 | Cum | - | - |
| 8 | Removing excavated materials exc 1.5 Km but n. exc 5 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | - | Cum | - | - |
| 9 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, trenches for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed. | 49.78 | Sqm | - | - |
| 10 | M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed. | 1.28 | Cum | - | - |
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