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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 LAccepted-AOC ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | NTR | ANDHRA PRADESH | 520001 | L1 | Accepted-AOC Being Lowest Vendor | |
| 2 | L2₹24.2 L+₹52,594 (2.23%)Rejected-Finance | L2 | Rejected-Finance Being not L1 | |
| 3 | L3₹24.7 L+₹1.1 L (4.71%)Rejected-Finance | L3 | Rejected-Finance Being not L1 | |
| 4 | L4₹25.4 L+₹1.8 L (7.49%)Rejected-Finance D NO 71 31 96 6 ASRR COLONY MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | L4 | Rejected-Finance Being not L1 | |
| 5 | L5₹25.9 L+₹2.2 L (9.48%)Rejected-Finance D NO 58 20 33 FLAT NO F 2 VAIKUNTAPARVATHI RESIDENCY APSEB COLONY BUTCHIRAJUPALEM VISAKHAPATNAM 530 027 | VISAKHAPATANAM | ANDHRA PRADESH | 530027 | L5 | Rejected-Finance Being not L1 |
| Sl No | Description | Qty | Unit | RAGHU RAMA PANDA L6 | venkata sai constructions L5 | MR ENTERPRISES L10 | GVR CONSTRUCTIONS L8 | sai ganesh enterprises L1 | SINGH BUILDERS L7 | SRI RAJA RAJESWARI ENTERPRISES L4 | SRI SIMHADRI COMPANY L2 | TANEESH CONSTRUCTIONS L9 | RAVI TEJA CONTRACTS L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for surface dressing not exc. 15cm deep and getting out hard/dense soil and removal from site complete all as specified and directed. | 1,416 | SqM | 79 ₹1,11,864 | 133 ₹1,88,328 | 40 ₹56,640 | 28 ₹39,648 | 100 ₹1,41,600 | 33 ₹46,728 | 50 ₹70,800 | 18 ₹25,488 Lowest | 60 ₹84,960 | 44 ₹62,304 |
| 2.00 | M&L for rolling and consolidated formation surfaces in cutting with tandem (static & vibratory) roller exc 8 tonne not exc. 12 tonne including watering as necessary and consolidating to required level, gradient or camber to achieved filled compaction at least 98% of MDD complete all as specified and directed. | 141.6 | 10 SqM | 169 ₹23,930.4 | 333 ₹47,152.8 | 2,450 ₹3,46,920 | 66 ₹9,345.6 Lowest | 500 ₹70,800 | 355 ₹50,268 | 1,420 ₹2,01,072 | 200 ₹28,320 | 800 ₹1,13,280 | 150 ₹21,240 |
| 3.00 | M&L for hardcore of gauge not exc. 63mm of broken stone or boulders, deposited, spread and levelled in layers not exc. 15cm thick, watered and rammed to a true surface complete all as specified and directed. | 212.4 | CuM | 1,699 ₹3,60,867.6 | 2,099 ₹4,45,827.6 | 2,750 ₹5,84,100 | 1,950 ₹4,14,180 | 1,600 ₹3,39,840 | 1,399 ₹2,97,147.6 | 1,900 ₹4,03,560 | 3,200 ₹6,79,680 | 1,200 ₹2,54,880 Lowest | 2,056 ₹4,36,694.4 |
| 4.00 | M&L for PCC 1:3:6 type C2 (40mm graded stone aggregate) as in foundation and mass concrete including column foundation, under floor and posts complete all as specified and directed. | 141.6 | SqM | 3,499 ₹4,95,458.4 | 519 ₹73,490.4 | 4,250 ₹6,01,800 | 5,650 ₹8,00,040 | 480 ₹67,968 | 4,545 ₹6,43,572 | 450 ₹63,720 | 320 ₹45,312 Lowest | 4,750 ₹6,72,600 | 560 ₹79,296 |
| 5.00 | M&L for cement concrete work in pavement/hardstanding of flexural 40Kg/ per square centimeter in field using 400 Kg of cement per cubic metre, thickness of concrete 25cm or less complete all as specified and directed. | 247.8 | CuM | 6,379 ₹15,80,716.2 | 6,869 ₹17,02,138.2 | 7,500 ₹18,58,500 | 6,950 ₹17,22,210 | 6,500 ₹16,10,700 | 6,685 ₹16,56,543 | 6,000 ₹14,86,800 | 5,822 ₹14,42,691.6 Lowest | 7,500 ₹18,58,500 | 7,100 ₹17,59,380 |
| 6.00 | M&L for forming 12mm thick expansion joints for thickness of slab 100mm filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade 'A' complete all as specified and directed. | 4 | 10RM | 799 ₹3,196 | 324 ₹1,296 Lowest | 700 ₹2,800 | 1,050 ₹4,200 | 1,000 ₹4,000 | 999 ₹3,996 | 1,400 ₹5,600 | 500 ₹2,000 | 700 ₹2,800 | 913 ₹3,652 |
| 7.00 | M&L for forming contraction (Dummy) joints 30mm deep x 10mm wide, filled with sealing compound Grade 'A' complete all as specified and directed. | 78.6 | 10RM | 457 ₹35,920.2 | 434 ₹34,112.4 | 700 ₹55,020 | 415 ₹32,619 | 600 ₹47,160 | 666 ₹52,347.6 | 1,400 ₹1,10,040 | 20 ₹1,572 Lowest | 500 ₹39,300 | 685 ₹53,841 |
| 8.00 | Finishing surface of concrete roads, pavements by brooming complete all as specified and directe. | 141.6 | 10 SqM | 25 ₹3,540 | 166 ₹23,505.6 | 75 ₹10,620 | 176 ₹24,921.6 | 120 ₹16,992 | 389 ₹55,082.4 | 500 ₹70,800 | 9 ₹1,274.4 Lowest | 500 ₹70,800 | 100 ₹14,160 |
| 9.00 | Removing excavated material exc. 1.50 KM but not exc 5KM and depositing where directed. | 212.4 | CuM | 169 ₹35,895.6 Lowest | 334 ₹70,941.6 | 300 ₹63,720 | 316 ₹67,118.4 | 300 ₹63,720 | 989 ₹2,10,063.6 | 600 ₹1,27,440 | 890 ₹1,89,036 | 900 ₹1,91,160 | 205 ₹43,542 |
Tender Value
₹40.4 L
EMD Value
₹80,720
Closing Date
9 Mar 2026, 6:00 pmClosed
GE (I) DM Visakhapatnam
GE (I) DM Visakhapatnam
PROVISION OF PCC HARDSTANDING AT MOORUM FILLING AREA FOR UTILIZATION AS PARKING SPACE AT IN-ICG JETTY AT NAVAL DOCKYARD VISAKHAPATNAM UNDER GE (I) DM VISAKHAPATNAM
2026_MES_752868_1
8489/C/E8
Open Tender
Civil Works
Item Rate
180 days
Naval Dockyard Visakhapatnam
As per tender document
8 documents required · 8 mandatory
₹500
GE (I) DM Visakhapatnam
₹80,720
Yes
3 Jun 2026
16 Feb 2026
11 Mar 2026
16 Feb 2026
9 Mar 2026
2 Mar 2026
17 Feb 2026 - 28 Feb 2026
M&L for surface dressing not exc. 15cm deep and getting out hard/dense soil and removal from site complete all as specified and directed.
M&L for rolling and consolidated formation surfaces in cutting with tandem (static & vibratory) roller exc 8 tonne not exc. 12 tonne including watering as necessary and consolidating to required level, gradient or camber to achieved filled compaction at least 98% of MDD complete all as specified and directed.
M&L for hardcore of gauge not exc. 63mm of broken stone or boulders, deposited, spread and levelled in layers not exc. 15cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for PCC 1:3:6 type C2 (40mm graded stone aggregate) as in foundation and mass concrete including column foundation, under floor and posts complete all as specified and directed.
M&L for cement concrete work in pavement/hardstanding of flexural 40Kg/ per square centimeter in field using 400 Kg of cement per cubic metre, thickness of concrete 25cm or less complete all as specified and directed.
M&L for forming 12mm thick expansion joints for thickness of slab 100mm filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade 'A' complete all as specified and directed.
M&L for forming contraction (Dummy) joints 30mm deep x 10mm wide, filled with sealing compound Grade 'A' complete all as specified and directed.
Finishing surface of concrete roads, pavements by brooming complete all as specified and directe.
Removing excavated material exc. 1.50 KM but not exc 5KM and depositing where directed.
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