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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.4 LAccepted-AOC D NO 39 33 88 2 PLOT NO MIG 208 MADHAVADHARA VUDA COLONY VISAKHAPATNAM 530018 | VISAKHAPATANAM | ANDHRA PRADESH | 530018 | ₹28.4 L | L1 | Accepted-AOC THE LOWEST BIDDER |
| 2 | L2₹31.0 LRejected-Finance | ₹31.0 L | L2 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
| 3 | L3₹33.6 LRejected-Finance 38 39 86 BAPUJI NAGAR 104 AREA POST VISAKHAPATNAM 530 007 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530007 | ₹33.6 L | L3 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
| 4 | L4₹33.6 LRejected-Finance MEERA SADAN ROAD NO 3 NEAR WAXPOL FACTORY ANAND BIHAR BOOTY MORE JHARKHAND | JHARKHAND | ₹33.6 L | L4 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
| 5 | L5₹34.0 LRejected-Finance D NO 49 23 27 A FLAT NO 301 3RD FLOOR SRI SAI TIRUMAL ENCLAVE LALITHANAGAR VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | ₹34.0 L | L5 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
| Sl No | Description | Qty | Unit | G Srinivas Rao L5 | MR ENTERPRISES L4 | Sigma6 L2 | SRI LAKSHMI INFRA L8 | RAVI VARMA JAMPANA L1 | SRI SAI MANIKANTA ENTERPRISES L7 | INDRA CONSTRUCTIONS L3 | SRI RAJA RAJESWARI ENTERPRISES L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep in soft loose soil and getting out complete all as directed. | 1,530 | Sqm | 30 ₹45,900 | 50 ₹76,500 | 300 ₹4.6 L | 59 ₹90,270 | 26 ₹39,780 | 59 ₹90,270 | 53 ₹81,090 | 50 ₹76,500 |
| 2.00 | M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering | 930.51 | Cum | 750 ₹7.0 L | 1,340 ₹12.5 L | 200 ₹1.9 L | 1,011 ₹9.4 L | 644 ₹6.0 L | 1,110 ₹10.3 L | 1,179 ₹11.0 L | 800 ₹7.4 L |
| 3.00 | M&L for laying and compacting 150mm thick (Compacted thickness) Granular sub base (GSB) course laid in two layers 75mm thick each layer, grading as per Grade V as specified in Table 400-1 of MoRTH specifications for Road and Bridge works, 2013 over compacted subgrade with natural sand , crushed gravel, crushed stone, crushed slag or combination thereof as per the grading requirement. The materials are mechanically mixed spread and levelled on the subgrade by using motor grader of adequate capacity and rolling with vibratory roller of capacity 80-100 KN static weight for achiving required compaction density of atleast 98% of the maximum dry density, consolidating to required gradient and camber with finished surface tolerance as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and directed. | 153 | 10 Sqm | 4,000 ₹6.1 L | 2,500 ₹3.8 L | 1,100 ₹1.7 L | 4,300 ₹6.6 L | 2,144 ₹3.3 L | 3,810 ₹5.8 L | 2,565 ₹3.9 L | 4,300 ₹6.6 L |
| 4.00 | M&L for laying and compacting 150mm thick (Compacted thickness) Wet mix macadam (WMM) laid in two layers 75mm thick each layer, grading as per Grade V as specified in Table 400-13 of MoRTH specifications for Road and Bridge works, 2013 manufactured in WMM plant, material comprising of clean crushed graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber with finished surface tolerance as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and directed. | 153 | 10 Sqm | 4,800 ₹7.3 L | 2,500 ₹3.8 L | 5,000 ₹7.7 L | 3,950 ₹6.0 L | 3,244 ₹5.0 L | 4,590 ₹7.0 L | 2,875 ₹4.4 L | 4,750 ₹7.3 L |
| 5.00 | M&L for sand filling under floors or in foundations including watering and consolidation for cushioning complete all as specified and directed. | 61.2 | Cum | 1,350 ₹82,620 | 1,600 ₹97,920 | 1,800 ₹1.1 L | 750 ₹45,900 | 1,000 ₹61,200 | 1,630 ₹99,756 | 1,974 ₹1.2 L | 950 ₹58,140 |
| 6.00 | M & L Machine pressed precast concrete interlocking paver block any shape prepared with grey cement and pigment of size confirming to IS 15658-2006 of 60 mm thick M-35 Grade laid over sand cushioning layer complete all specified and directed.
(Note: Sand cushioning shall be measured and paid in relevant item.) | 1,530 | Sqm | 720 ₹11.0 L | 720 ₹11.0 L | 750 ₹11.5 L | 850 ₹13.0 L | 798 ₹12.2 L | 689 ₹10.5 L | 699 ₹10.7 L | 700 ₹10.7 L |
| 7.00 | M&L Stone kerb of machine pressed coloured precast cement concrete (1:2:4) type B1 using 20mm graded stone aggregate, block of size 45cmX30cmX15cm finished at top bullnosed shape and finished surface even and smooth using coloured pigment and jointed in CM 1:6 struck finished, complete all as specified and directed. | 6.75 | Cum | 9,000 ₹60,750 | 9,000 ₹60,750 | 12,000 ₹81,000 | 7,500 ₹50,625 | 7,444 ₹50,247 | 2,550 ₹17,212.50 | 8,500 ₹57,375 | 7,500 ₹50,625 |
| 8.00 | M&L for preparation of newly plastered or unplastered concrete surface and applying two coats of synthetic enamel paints in zebra pattern over a coat of primer complete all as specified and directed. | 90 | Sqm | 135 ₹12,150 | 60 ₹5,400 | 175 ₹15,750 | 55 ₹4,950 | 87 ₹7,830 | 78 ₹7,020 | 125 ₹11,250 | 100 ₹9,000 |
| 9.00 | Removing excavated material to a distance exc 50 mtr but n.exc 100m and depositing where directed at a level n exc 1.50 mtr above the starting point complete all as specified & directed. | 229.5 | Cum | 250 ₹57,375 | 200 ₹45,900 | 750 ₹1.7 L | 88 ₹20,196 | 150 ₹34,425 | 390 ₹89,505 | 375 ₹86,062.50 | 300 ₹68,850 |
Updated dates
Tender Value
₹43.3 L
EMD Value
₹86,620
Closing Date
27 Jan 2026, 6:00 pmClosed
GE I CG VIZAG
GE ICG Vizag Military Engineer Services CGWO Building Co Fleet Mail Office Visakhapatnam PIN 530011
PROVISION OF HARD STANDING APPROX 300 SQM LAND AT EST OF CHENNEL JETTY VISAKHAPATNAM UNDER GE I CG VIZAG
2025_MES_746677_1
GE(I)CG/VIZ/TOKEN 78 OF 2025-26
Open Tender
Civil Works
180 days
Visakhapatnam
As per NIT
7 documents required · 7 mandatory
₹500
GE (I) (CG) Vizag
₹86,620
Yes
5 Mar 2026
31 Dec 2025
29 Jan 2026
31 Dec 2025
27 Jan 2026
21 Jan 2026
Surface dressing n exc 15 cm deep in soft / loose soil complete all as directed.
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep in soft loose soil and getting out complete all as directed.
M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering
M&L hardcore of broken stone, gauge n exc. 63mm, deposited, spread and levelled in layers n exc.15cm thick watered and rammed to a true surface complete all as specified and directed.
M&L for sand filling under floors or in foundations including watering and consolidation for cushioning complete all as specified and directed.
M & L Machine pressed precast concrete interlocking paver block any shape prepared with grey cement and pigment of size confirming to IS 15658-2006 of 60 mm thick M-35 Grade laid over sand cushioning layer complete all specified and directed. (Note: Sand cushioning shall be measured and paid in relevant item.)
M&L Stone kerb of machine pressed coloured precast cement concrete (1:2:4) type B1 using 20mm graded stone aggregate, block of size 30cmX45cmX15cm finished at top bullnosed shape and finished surface even and smooth using coloured pigment and jointed in CM 1:6 struck finished, complete all as specified and directed.
M&L for preparation of newly plastered or unplastered concrete surface and applying two coats of synthetic enamel paints in zebra pattern over a coat of primer complete all as specified and directed.
Removing excavated material to a distance exc 50 mtr but n.exc 100m and depositing where directed at a level n exc 1.50 mtr above the starting point complete all as specified & directed.
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