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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹46.7 LAccepted-AOC D NO 49 23 27 A FLAT NO 301 3RD FLOOR SRI SAI TIRUMAL ENCLAVE LALITHANAGAR VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | 1 | Accepted-AOC AWARDED BEING THE LOWEST TENDERER | |
| 2 | 2₹47.6 L+₹95,219.13 (2.04%)Rejected-Finance | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 3 | 3₹48.7 L+₹2.0 L (4.28%)Rejected-Finance | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 4 | 4₹49.2 L+₹2.6 L (5.54%)Rejected-Finance | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 5 | 5₹49.3 L+₹2.7 L (5.77%)Rejected-Finance | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | SRI SURYA SYNDICATE L2 | G Srinivas Rao L1 | P Govinda Reddy Infrastructure L5 | SATYAMEGHA ENGINEERS L3 | SAI KRISHNA ASSOCIATES L6 | K.ADITYA ENGINEERING CONTRACTORS L4 | MERIDIAN CONSTRUCTIONS PRIVATE LIMITED L8 | SV CONSTRUCTION L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas, n.exc 1.5 m depth and getting out in soft /disintegrated rock complete as specified and directed. | 825.9 | Cum | 100 ₹82,590 | 81 ₹66,897.9 Lowest | 105 ₹86,719.5 | 400 ₹3,30,360 | 620 ₹5,12,058 | 250 ₹2,06,475 | 108 ₹89,197.2 | 250 ₹2,06,475 |
| 2.00 | M&L for 200 mm thick (compacted thickness) granular sub base (GSB) laid in two layers (each layer shall be rolled separately) conforming to grading as specified, spread, rolled and consolidated to requirred camber and gradient using mechanical paver / grader and vibratory soil compactor of capacity 6 to 10 tonne complete all as specified and directed. Note: (a) Compaction of granular sub base shall be carried out under optimum conditions to achive 98.5% modified density. (b) Curing shall be done as per IRC recommendation. (c) Before execution the materials obtained from source shall be tested. (d) Contractor shall use vibratory earth compactor to achive 98% MDD at OMC and method of compaction to be adopted as per recommendations of testing agency reporting MDD at OMC. (e) GSB shall be executed as per Morth specifications. | 155.8 | 10Sqm | 4,800 ₹7,47,840 | 4,590 ₹7,15,122 | 5,000 ₹7,79,000 | 4,800 ₹7,47,840 | 1,240 ₹1,93,192 Lowest | 4,100 ₹6,38,780 | 5,940 ₹9,25,452 | 5,300 ₹8,25,740 |
| 3.00 | M&L for 250mm thick (compacted thickness) WBM in two layers, each 125 mm thick with granite, trap or basalt coarse aggregates of grading 1 (90 to 40mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed. (Note: Both layer shall be measured as one unit for payment purpose) | 155.8 | 10Sqm | 4,800 ₹7,47,840 | 5,004 ₹7,79,623.2 | 7,000 ₹10,90,600 | 5,050 ₹7,86,790 | 1,640 ₹2,55,512 Lowest | 5,800 ₹9,03,640 | 6,930 ₹10,79,694 | 5,500 ₹8,56,900 |
| 4.00 | M & L for Machine pressed precast cement 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. | 1,558.28 | Sqm | 750 ₹11,68,710 | 756 ₹11,78,059.68 | 650 ₹10,12,882 Lowest | 925 ₹14,41,409 | 1,060 ₹16,51,776.8 | 850 ₹13,24,538 | 720 ₹11,21,961.6 | 850 ₹13,24,538 |
| 5.00 | M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. | 41.29 | Cum | 1,600 ₹66,064 | 1,260 ₹52,025.4 | 1,200 ₹49,548 | 1,500 ₹61,935 | 1,990 ₹82,167.1 | 1,800 ₹74,322 | 1,260 ₹52,025.4 | 1,000 ₹41,290 Lowest |
| 6.00 | M&L for Plain Cement Concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 18.72 | Cum | 5,600 ₹1,04,832 | 4,500 ₹84,240 | 5,500 ₹1,02,960 | 3,500 ₹65,520 Lowest | 5,200 ₹97,344 | 5,500 ₹1,02,960 | 6,300 ₹1,17,936 | 6,300 ₹1,17,936 |
| 7.00 | M & L for brick work with fly ash bricks, straight or curved on plan to any radius, built in cement mortar 1:6 using old size brick complete all as specified and directed. | 78 | Cum | 6,300 ₹4,91,400 | 5,940 ₹4,63,320 | 5,500 ₹4,29,000 | 4,900 ₹3,82,200 | 6,800 ₹5,30,400 | 6,200 ₹4,83,600 | 6,300 ₹4,91,400 | 4,500 ₹3,51,000 Lowest |
| 8.00 | M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished the surfaces even and fair without using extra cement complete all as specified and directed. | 50 | Sqm | 260 ₹13,000 | 279 ₹13,950 | 280 ₹14,000 | 225 ₹11,250 Lowest | 365 ₹18,250 | 250 ₹12,500 | 360 ₹18,000 | 240 ₹12,000 |
| 9.00 | M & L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and directed. | 32.1 | Sqm | 20 ₹642 | 19.8 ₹635.58 | 15 ₹481.5 Lowest | 25 ₹802.5 | 30 ₹963 | 20 ₹642 | 27 ₹866.7 | 15 ₹481.5 Lowest |
| 10.00 | S & F 75 mm bore, PVC (SWR), Soil waste and vent pipes pressure rating 6kg/sqcm in any length with or without ears, with rubber ring joints fixed to wall etc complete all as specified and directed. | 50 | Rm | 260 ₹13,000 | 396 ₹19,800 | 280 ₹14,000 | 175 ₹8,750 Lowest | 315 ₹15,750 | 350 ₹17,500 | 324 ₹16,200 | 240 ₹12,000 |
Tender Value
₹47.6 L
EMD Value
₹95,180
Closing Date
18 Aug 2025, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
PROVISION OF DEFICIENT CAR AND SCOOTER PARKING HARD STANDING WITH INTERLOCKING PAVER BLOCK NEAR BUILDING NO P-11,P-12 P-13 AND APPROACH ROAD NEAR BUILDING NO-P-7,P-8,P-9 AND P-10 AT NAUSENA BAUGH INCLUDING PROVISION OF SS RAILING ON PARAPET WALL
2025_MES_723058_1
C/8562/25-26/E8 TOKEN 78 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER NAVAL BASE
₹95,180
Yes
14 Nov 2025
28 Jul 2025
25 Aug 2025
28 Jul 2025
18 Aug 2025
11 Aug 2025
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