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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹35.1 LAccepted-AOC | ₹35.1 L | 1 | Accepted-AOC AWARDED BEING THE LOWEST TENDERER |
| 2 | 2₹38.4 L+₹3.3 L (9.39%)Rejected-Finance MADHUPUR DIGLIPUR NORTH ANDAMAN 744202 | DIGLIPUR | NORTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744202 | ₹38.4 L+₹3.3 L (9.39%) | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| 3 | 3₹42.7 L+₹7.6 L (21.7%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | ₹42.7 L+₹7.6 L (21.7%) | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| 4 | 4₹43.8 L+₹8.7 L (24.7%)Rejected-Finance | ₹43.8 L+₹8.7 L (24.7%) | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| 5 | 5₹43.9 L+₹8.8 L (25.1%)Rejected-Finance 66 6 410 1 MULAGANDA HOUSING COLONY GAJUWAKA DEPOT VISAKHAPATNAM 530026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | ₹43.9 L+₹8.8 L (25.1%) | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | JAYAM BUILD CONSTRUCTIONS L4 | M B CONSTRUCTIONS L6 | SRIVALLI ENGINEERS L8 | Satyanjani Technocracy L9 | AMBIKAA ENGINEERING L3 | SRI VIJAYA LAKSHMI ENTERPRISES L1 | N V S S K N SIVA PRASAD L7 | Binod Hawlader L2 | GVR CONSTRUCTIONS L5 | M/S REAL POWER SYSTEMS L11 | SRI SAMPATH SAI MODERN ARCH CONSTRUCTIONS L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Cleaning the jungle including uprooting of rank vegitation, grass ,wood,trees and spaling of girth upto 30 cm and removal of rubbish upto a distance not less than 10 km outside the pheiphery of area cleared | 1,800 | Sqm | 38 ₹68,400 | 120 ₹2,16,000 | 55 ₹99,000 | 23 ₹41,400 Lowest | 41 ₹73,800 | 30 ₹54,000 | 60 ₹1,08,000 | 25 ₹45,000 | 41 ₹73,800 | 44 ₹79,200 | 27 ₹48,600 |
| 2.00 | Excavation over areas, n.exc 1.5 m in depth and getting out in soft/loose soil complete as specified and directed. | 540 | Cum | 250 ₹1,35,000 | 320 ₹1,72,800 | 215 ₹1,16,100 | 415 ₹2,24,100 | 200 ₹1,08,000 | 100 ₹54,000 Lowest | 500 ₹2,70,000 | 220 ₹1,18,800 | 200 ₹1,08,000 | 190 ₹1,02,600 | 333 ₹1,79,820 |
| 3.00 | M&L for 250 mm thick (compacted thickness) granular sub base (GSB) grading as per Grade-1 as specified in Table 400-1 of MaRTH specification for road and bridge work 2013, laid in single layers over compacted sub grade with natural sand,crushed gravel ,crushed stone,crushed slag or combination thereof conforming to grading as specified,mechanically mixed, spread on the sub grade by using motor grader of adequate capacity, 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. | 180 | 10 Sqm | 4,550 ₹8,19,000 | 4,400 ₹7,92,000 | 3,788 ₹6,81,840 | 3,455 ₹6,21,900 | 4,500 ₹8,10,000 | 3,300 ₹5,94,000 | 2,500 ₹4,50,000 Lowest | 6,650 ₹11,97,000 | 4,505 ₹8,10,900 | 4,480 ₹8,06,400 | 4,600 ₹8,28,000 |
| 4.00 | M&L for 250mm thick (compacted thickness) WMM 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) | 180 | 10 Sqm | 3,850 ₹6,93,000 | 3,820 ₹6,87,600 | 4,255 ₹7,65,900 | 5,000 ₹9,00,000 | 3,900 ₹7,02,000 | 3,000 ₹5,40,000 Lowest | 3,600 ₹6,48,000 | 3,000 ₹5,40,000 Lowest | 4,000 ₹7,20,000 | 3,840 ₹6,91,200 | 4,600 ₹8,28,000 |
| 5.00 | M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. | 90 | Cum | 1,700 ₹1,53,000 | 2,100 ₹1,89,000 | 1,300 ₹1,17,000 | 1,530 ₹1,37,700 | 1,800 ₹1,62,000 | 1,500 ₹1,35,000 | 2,001.1 ₹1,80,099 | 1,050 ₹94,500 Lowest | 1,845 ₹1,66,050 | 1,500 ₹1,35,000 | 2,335 ₹2,10,150 |
| 6.00 | M & L for 100 mm thick, plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in subbase of pathway etc complete all as specified and directed. | 20 | Sqm | 450 ₹9,000 | 700 ₹14,000 | 250 ₹5,000 Lowest | 475 ₹9,500 | 500 ₹10,000 | 300 ₹6,000 | 600 ₹12,000 | 450 ₹9,000 | 605 ₹12,100 | 500 ₹10,000 | 850 ₹17,000 |
| 7.00 | M & L for 100 mm thick, plain cement concrete 1:2:4, type B-2 (using 40 mm graded stone aggregate) as in base of pathway,hardstanding etc complete all as specified and directed. | 20 | Sqm | 600 ₹12,000 | 650 ₹13,000 | 250 ₹5,000 Lowest | 625 ₹12,500 | 500 ₹10,000 | 300 ₹6,000 | 700 ₹14,000 | 600 ₹12,000 | 675 ₹13,500 | 400 ₹8,000 | 655 ₹13,100 |
| 8.00 | M & L for Machine pressed precast coloured rubber moulded 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. | 1,800 | Sqm | 1,145 ₹20,61,000 | 1,060 ₹19,08,000 | 1,300 ₹23,40,000 | 1,175 ₹21,15,000 | 1,100 ₹19,80,000 | 1,000 ₹18,00,000 | 1,200 ₹21,60,000 | 797 ₹14,34,600 Lowest | 1,135 ₹20,43,000 | 1,250 ₹22,50,000 | 1,090 ₹19,62,000 |
| 9.00 | M&L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in side packing/haunching of paver blocks etc complete all as specified and directed | 5 | Cum | 8,000 ₹40,000 | 4,300 ₹21,500 | 2,000 ₹10,000 Lowest | 7,500 ₹37,500 | 7,000 ₹35,000 | 5,000 ₹25,000 | 7,100 ₹35,500 | 6,000 ₹30,000 | 4,502 ₹22,510 | 6,000 ₹30,000 | 6,600 ₹33,000 |
| 10.00 | M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed. | 30 | Cum | 4,800 ₹1,44,000 | 4,000 ₹1,20,000 | 3,600 ₹1,08,000 Lowest | 4,500 ₹1,35,000 | 5,000 ₹1,50,000 | 4,000 ₹1,20,000 | 5,400 ₹1,62,000 | 5,200 ₹1,56,000 | 5,899 ₹1,76,970 | 5,200 ₹1,56,000 | 6,080 ₹1,82,400 |
Tender Value
₹43.6 L
EMD Value
₹87,200
Closing Date
1 Sept 2025, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
PROVISION OF HARDSTANDING WITH INTERLOCKING PAVER BLOCKS NEAR BUILIDING NO P-30,P-190 AND P-194 (NCS KG,PRIMARY WING) AT NAUSENA BAUGH , VISAKHAPATNAM
2025_MES_703922_2
C/8476/25-26/E8 / Token 01 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
₹87,200
Yes
14 Nov 2025
18 Aug 2025
6 Sept 2025
18 Aug 2025
1 Sept 2025
25 Aug 2025
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