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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-AOC | ₹9.1 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹9.4 L+₹36,186.10 (4.00%)Rejected-AOC 14 3RD CROSS ASHWATHNAGAR RMV 2ND STAGE SANJAY NAGAR POST HEBBAL BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | ₹9.4 L+₹36,186.10 (4.00%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹10.0 L+₹92,808.43 (10.2%)Rejected-AOC ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | ₹10.0 L+₹92,808.43 (10.2%) | L3 | Rejected-AOC Rejected |
| 4 | L4₹10.0 L+₹93,703.10 (10.3%)Rejected-AOC MEERA SADAN ROAD NO 3 NEAR WAXPOL FACTORY ANAND BIHAR BOOTY MORE JHARKHAND | JHARKHAND | ₹10.0 L+₹93,703.10 (10.3%) | L4 | Rejected-AOC Rejected |
| 5 | L5₹10.3 L+₹1.2 L (13.3%)Rejected-AOC D NO 49 23 27 A FLAT NO 301 3RD FLOOR SRI SAI TIRUMAL ENCLAVE LALITHANAGAR VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | ₹10.3 L+₹1.2 L (13.3%) | L5 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | MR ENTERPRISES L4 | G Srinivas Rao L5 | Sigma6 L6 | pavan putra enterprises L1 | ALLURI CONSTRUCTIONS L3 | RAGHU RAMA PANDA L8 | M/s.Raghava Enterprises L7 | M R CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| .01SCHEDULE 'A' PART-I: B/R WORKS | |||||||||||
| 1.00 | Excavation over areas, not exc 1.5m deep and getting out in soft/ loose soil complete all specified and directed. | 62.1 | Cum | 300 ₹18,630 | 350 ₹21,735 | 120 ₹7,452 | 15 ₹931.5 Lowest | 299 ₹18,567.9 | 349 ₹21,672.9 | 225 ₹13,972.5 | 150 ₹9,315 |
| 2.00 | Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed | 62.1 | Cum | 100 ₹6,210 | 295 ₹18,319.5 | 395 ₹24,529.5 | 150 ₹9,315 | 179 ₹11,115.9 | 169 ₹10,494.9 | 360 ₹22,356 | 35 ₹2,173.5 Lowest |
| 3.00 | M&L for Broken boulder/stone hardcore of guage exc 63mm but n exc. 100 mm, deposited,spread and levelled in layers n exc. 15 cm thick,watered and rolled/ rammed to a true surface complete all as specified and directed. | 31.05 | Cum | 2,600 ₹80,730 | 1,700 ₹52,785 | 4,600 ₹1,42,830 | 2,200 ₹68,310 | 2,700 ₹83,835 | 1,699 ₹52,753.95 | 2,250 ₹69,862.5 | 1,500 ₹46,575 Lowest |
| 4.00 | M&L for PCC 1:4:8 Type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. | 31.05 | Cum | 4,500 ₹1,39,725 | 4,500 ₹1,39,725 | 5,100 ₹1,58,355 | 5,400 ₹1,67,670 | 3,499 ₹1,08,643.95 Lowest | 4,579 ₹1,42,177.95 | 4,050 ₹1,25,752.5 | 3,500 ₹1,08,675 |
| 5.00 | M & L for 150mm thick PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in floors and paving including brooming etc complete all as specified and directed | 207 | Sqm | 600 ₹1,24,200 | 650 ₹1,34,550 | 700 ₹1,44,900 | 375 ₹77,625 Lowest | 599 ₹1,23,993 | 799 ₹1,65,393 | 999 ₹2,06,793 | 600 ₹1,24,200 |
| 6.00 | M&L for forming contraction (Dummy) joints 30mm deep and 10mm wide, filled with sealing compound Grade 'A' all as specified and as directed. | 11.15 | 10 RM | 600 ₹6,690 | 650 ₹7,247.5 | 970 ₹10,815.5 | 130 ₹1,449.5 Lowest | 540 ₹6,021 | 799 ₹8,908.85 | 270 ₹3,010.5 | 2,000 ₹22,300 |
| 7.00 | Forming Contraction (Dummy) joints 65mm deep x 10mm wide,filled with sealing compound Grade ‘A’ etc complete all as specified and as directed. | 1.15 | X RM | 1,000 ₹1,150 | 1,000 ₹1,150 | 1,900 ₹2,185 | 125 ₹143.75 Lowest | 540 ₹621 | 889 ₹1,022.35 | 540 ₹621 | 450 ₹517.5 |
| 8.00 | Surface excavation n.exc. 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as directed. | 265.3 | Sqm | 40 ₹10,612 | 25 ₹6,632.5 | 120 ₹31,836 | 20 ₹5,306 Lowest | 39 ₹10,346.7 | 133 ₹35,284.9 | 45 ₹11,938.5 | 40 ₹10,612 |
| 9.00 | Add to (or deduct) from item No 1 for every 3 cm or part there of above or below 15 cm average depth getting out in hard/dense soil complete all as directed. | 265.3 | Sqm | 50 ₹13,265 | 40 ₹10,612 | 135 ₹35,815.5 | 20 ₹5,306 Lowest | 36 ₹9,550.8 | 79 ₹20,958.7 | 54 ₹14,326.2 | 40 ₹10,612 |
Tender Value
₹14 L
EMD Value
₹28,000
Closing Date
17 Jan 2026, 6:00 pmClosed
Garrison Engineer Naval Depot
Garrison Engineer Naval Depot Industrial Estate Post 104 Area Visakhapatnam 530007
PROVISION OF HARD STANDING CONSTRUCTION AND INTER LOCKING TILES AT CNAI E VISAKHAPATNAM
2025_MES_746327_1
8549/GEND/E8
Open Tender
Civil Works
Item Rate
180 days
Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE ND VISAKHAPATNAM
₹28,000
Yes
24 Mar 2026
27 Dec 2025
19 Jan 2026
27 Dec 2025
17 Jan 2026
10 Jan 2026
SCHEDULE 'A' PART-I: B/R WORKS
Excavation over areas, not exc 1.5m deep and getting out in soft/ loose soil complete all specified and directed.
Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed
M&L for Broken boulder/stone hardcore of guage exc 63mm but n exc. 100 mm, deposited,spread and levelled in layers n exc. 15 cm thick,watered and rolled/ rammed to a true surface complete all as specified and directed.
M&L for PCC 1:4:8 Type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
M & L for 150mm thick PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in floors and paving including brooming etc complete all as specified and directed
M&L for forming contraction (Dummy) joints 30mm deep and 10mm wide, filled with sealing compound Grade 'A' all as specified and as directed.
Forming Contraction (Dummy) joints 65mm deep x 10mm wide,filled with sealing compound Grade ‘A’ etc complete all as specified and as directed.
Surface excavation n.exc. 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as directed.
Add to (or deduct) from item No 1 for every 3 cm or part there of above or below 15 cm average depth getting out in hard/dense soil complete all as directed.
M&L for PCC type B1-1:2:4 using 20 mm graded stone aggregate as in kerbs, edging,bed plates,coping,coving etc including necessary form work complete all as specified and directed.
M&L for 200mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread,rolled and consolidated to gradient and camber required complete all as specified and directed.
M&L for sand cushion for fixing of inter locking tiles complete all as specified and directed.
M&L Machine pressed precast concrete interlocking paver block any shape and size with pigment conforming to IS 15658-2006 of 60 mm thickness, M-35 Grade, approved colour and design complete all as specified and directed
Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed
SCHEDULE 'A' PART-II: E/M WORKS
M&L for sub main wiring with 2 run of 1.5 Sq. mm PVC un-sheathed, copper conductor cable, 1100 Volt, and one run of copper earth wire 1.5 Sq mm drawn through PVC surface/concealed conduict of 25 mm dia, including taking down unsv sub main wiring of any type, complete all as specified and directed by Engg-in-Charge. Note: Copper conductor 2 run and one run of copper earth wire along with PVC concealed conduict shall be measured as one length & Cutting of chases/walls if needed and making good the disturbed surface are included in the quoted rate.
Supply and fixing LED flood light 70 watt 230 V AC outdoor type with thermal management in multiple optics and equipped with IP66 protection, with impact and corrosion resistant complete with driver and lamp complete all as specified and directed
Supply and fixing of Factory made sheet metal enclosure for DBs double door (Fixed flush to the wall),SPN, 240 volt, 4 Way, IP-42 protection with 200 Amp rated bus bar and 1.5 Sq. mm copper PVC sheathed cable for earth continuity and suitable for having MCB’s complete all as specified.
Supply and fixing of MCB 6 to 32Amp, 240 Volt, SP, breaking capacity 10 KA 'C' series, complete all as specified
Supply and fixing of MCB 6 to 32Amp, 240 Volt, SPN, breaking capacity 10 KA 'C' series, , complete all as specified
Supply and fixing post top lantern LED type 36 watt 230 watt volts AC outdoor type with decorative post top for 360 degree indirect light IP 65 protection with impact and corrosion resistant complete with driver and lamp complete all as specified and directed
Supply and fix loopin loopout fuse junction box made out of PVC, weatherproof and locking screw, PVC connector 4 Way 32 Amps rating heavy duty mounted in the box fitting on steel tabular pole at a height not more than 1.0m above ground level with the help of clamps two nos of Fl 20x3 mm and suitable nuts and bolts complete all as directed. Make: Hensel Cat Part No: KF 1600B or its equivalent in Sintex/havells/L&T
Supply lay and testing of cable in trenches/walls XLPE insulated, armoured electric cable (heavy duty 1100 volt grade with stranded aluminium conductor of size 10 sqmm 2 core complete all as specified and directed by Engr-in-charge.
Excavation in trenches not exc.1.5m wide and not exceeding 1.5m in depth and getting out in hard/dense soil for laying of cable complete all as specified.
Returning, filling in, including spreading, levelling, watering and well ramming in layer not exceeding 25 cm thick complete all as specified
Removing excavated surplus soils meterial not exc.50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified.
Material and labour for natural river sand as cushioning of cables, including spreading and punning down complete all as specified and directed by Engineer in charge. Note : punned thickness shall be measured for payment purpose
Supply and laying in trenches bricks common burnt clay building brick , sub class B designation 75 complete all as specified & directed
Supply and laying GI tubing lingh grade 40mm in trenches complete all as specified & directed by Engr in charge
M&L Earthing complete with GI plate electrode 600x600x6mm thick, buried directly and preferably vertically in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 mtr below normal ground level, connected with Galvanize earth wire 4 mm dia by means of bolts, nuts, check nuts and washers of copper all as shown in electrical plate No 5, connected to earthing with DBs all as specified including earth work and excavation in any type of soil, PCC 1:3:6 type C1 chamber & RCC 1:2:4 type B1 cover 40mm thick, with 8mm dia steel deformed (TMT bars) reinforcement at 150mm c/c both ways, 20mm dia GI medium grade pipe for watering , water funnel complete all as specified and testing on completion.
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