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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.1 LAccepted-AOC D NO 9 2 1 1 VUDA QUATERS PITHAPURAM COLONY VISAKHAPATNAM PIN 530 003 | VISAKHAPATANAM | ANDHRA PRADESH | 530003 | L1 | Accepted-AOC Being L1 bidder | |
| 2 | L2₹32.9 L+₹3.6 L (12.3%)Rejected-Finance MIG 2B 65 VINAYAKA NAGAR VUDA COLONY VISAKHAPATNAM 530044 | VISAKHAPATANAM | ANDHRA PRADESH | 530044 | L2 | Rejected-Finance Being not L1 bidder | |
| 3 | L3₹33.1 L+₹3.8 L (13.0%)Rejected-Finance D NO 4 96 40 27 FLAT NO 307 GREEN CASTLE APARTMENT GOPALAKRISHNA NAGAR SUJATHANAGAR VISAKHAPATNAM 530 051 | VISAKHAPATANAM | ANDHRA PRADESH | 530051 | L3 | Rejected-Finance Being not L1 bidder | |
| 4 | L4₹33.2 L+₹3.9 L (13.3%)Rejected-Finance | L4 | Rejected-Finance Being not L1 bidder | |
| 5 | L5₹33.8 L+₹4.5 L (15.4%)Rejected-Finance D NO 9 947 66 DOCTORS COLONY SHIVAJI PLEM VISAKHAPATNAM 530017 | VISAKHAPATANAM | ANDHRA PRADESH | 530017 | L5 | Rejected-Finance Being not L1 bidder |
| Sl No | Description | Qty | Unit | GS ENGINEERS L6 | MSN ENGINEERING WORKS L3 | ALPHA ENGINEERING CONSTRUCTIONS L1 | M/S SRI VENKATA BHAVANI CONSTRUCTIONS L10 | GVR ENGINEERING WORKS L4 | MVV Prasad L8 | SRIVALLI ENGINEERS L5 | VENKATESWARA ENGINEERS AND CONTRACTORS L9 | jyothi constructions L2 | CHAITANYA CONSTRUCTIONS L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00NOTES / INSTRUCTIONS FOR STRICT COMPLIANCE :- (a) The contractor shall obtain sample approval for all materials incorporating in the work as per condition 10 of IAFW-2249 and Special Condition 11 of tender document mentioned here-in-after. (b) The Engineer-in-charge may direct the contractor in writing to procure and deposit up to 50% quantity of the material with in 30 days from the date of commencment as required at site out of quantity to complete the scope of work. Remaining 50% shall be procured as per site requirement during progress of work.The decision shall be final and binding on the contractor. (c) The contractor shall deposit the procured material to the store of concerned subdivision within 30 days from the receipt of written direction. Failing which contractor shall liable to pay a penal recovery of Rs. 5000/- per week, levied on the dues of contractor, subject to maximum up to 10% of the work done/CA Amount whichever is higher. (d)The contractor shall obtain approval of “Qualified Tradesman” as per condition 26 of IAFW-2249 before commencement of work at site and shall have sufficient manpower such as Electrician / FGM / Technician etc., readily available to meet the site requirement during emergency situation as per directions of Engineer-in-Charge. (e) The quoted rates shall be inclusive of cost of necessary Tools, Plants, Safety Equipments, Machinery etc., as per site requirement. | |||||||||||||
| 2.00 | Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying cables etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft / loose soil complete all as specified and directed. | 183.6 | Cum | 330 ₹60,588 | 200 ₹36,720 Lowest | 250 ₹45,900 | 280 ₹51,408 | 230 ₹42,228 | 298 ₹54,712.8 | 225 ₹41,310 | 210 ₹38,556 | 200 ₹36,720 Lowest | 230 ₹42,228 |
| 3.00 | All as per Sl Item No. 2.00 here in before but depth exceeding 1.5 m and not exceeding 3 m in depth. | 1.08 | Cum | 350 ₹378 | 210 ₹226.8 | 350 ₹378 | 400 ₹432 | 295 ₹318.6 | 345 ₹372.6 | 250 ₹270 | 300 ₹324 | 180 ₹194.4 Lowest | 250 ₹270 |
| 4.00 | Returning, filling in and including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed. | 97 | Cum | 100 ₹9,700 | 100 ₹9,700 | 120 ₹11,640 | 120 ₹11,640 | 95 ₹9,215 | 165 ₹16,005 | 35 ₹3,395 Lowest | 100 ₹9,700 | 160 ₹15,520 | 80 ₹7,760 |
| 5.00 | Removing of excavated surplus soil to a distance n. exc 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed. | 87.7 | Cum | 150 ₹13,155 | 100 ₹8,770 | 150 ₹13,155 | 200 ₹17,540 | 105 ₹9,208.5 | 125 ₹10,962.5 | 55 ₹4,823.5 Lowest | 150 ₹13,155 | 120 ₹10,524 | 110 ₹9,647 |
| 6.00 | M&L sand cushioning with clean and dry river sand in trenches for protection of UG cable and including punning down complete all as specified and directed.
Note:- Punned thickness of sand coushioning shall only measured and paid. | 55 | Cum | 1,050 ₹57,750 | 850 ₹46,750 | 900 ₹49,500 | 1,600 ₹88,000 | 1,050 ₹57,750 | 980 ₹53,900 | 700 ₹38,500 Lowest | 1,200 ₹66,000 | 750 ₹41,250 | 1,200 ₹66,000 |
| 7.00 | Supply & laying sub class 'B', class designation 75 bricks of old size, laid over sand cushioning along alignment of cable as protection to cable in trenches including taking out existing bricks complete all as specified and directed.
Note : Sand cushioning will measured and paid separately. | 5,600 | Each | 10 ₹56,000 | 6.5 ₹36,400 | 6 ₹33,600 Lowest | 7 ₹39,200 | 7 ₹39,200 | 9 ₹50,400 | 8 ₹44,800 | 7 ₹39,200 | 15 ₹84,000 | 9 ₹50,400 |
| 8.00 | S&F 50 mm bore dia galvanised steel tubing, Light grade galvanised, laid under road crossing, for cable protection or fixed to poles, walls or laid under floors including taking down existing un-serviceable pipe of any description. complete all as specified and directed. | 66 | RM | 500 ₹33,000 | 600 ₹39,600 | 300 ₹19,800 Lowest | 520 ₹34,320 | 450 ₹29,700 | 590 ₹38,940 | 450 ₹29,700 | 800 ₹52,800 | 900 ₹59,400 | 330 ₹21,780 |
| 9.00 | M&L for cutting the tarmac / hard standings in road and excavating trenches across the road in size not exceeding 0.45 m wide and 0.6 m depth for laying cable / cable protection pipe including refilling earth & making good top surface of the disturbed portion with 100mm thick PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) / bituminous mix as per existing & matching with the surroundings including removal of rabbish off to distance not exceeding 100 m complete all as specified and directed.
Note:- Unit rate quoted against this item shall deemed to include cost of road cutting, earth work excavation, plain cement concrete work required for making good top of the surface, complete. | 24 | RM | 250 ₹6,000 Lowest | 400 ₹9,600 | 500 ₹12,000 | 900 ₹21,600 | 450 ₹10,800 | 3,100 ₹74,400 | 750 ₹18,000 | 500 ₹12,000 | 800 ₹19,200 | 1,100 ₹26,400 |
| 10.00 | M&L PCC (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 8.1 | Cum | 4,000 ₹32,400 | 4,500 ₹36,450 | 3,000 ₹24,300 | 6,000 ₹48,600 | 4,250 ₹34,425 | 4,900 ₹39,690 | 4,500 ₹36,450 | 4,000 ₹32,400 | 2,000 ₹16,200 Lowest | 4,100 ₹33,210 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
19 May 2026, 6:00 pmClosed
Garrison Engineer Utility-I Visakhapatnam
Garrison Engineer Utility-I Near Samudrika Naval Base Post Visakhapatnam -530 014
REPAIR / MAINT OF STREET, SECURITY, PERIPHERY, HIGH MAST, GARDEN LIGHTS AND POST TOP LANTERNS AND REPAIR / MAINT OF DG SETS AT NAD TECH, RESIDENTIAL AND ABE PARK AREAS UNDER AGE E/M NO-II OF GE(U-I) VISAKHAPATNAM
2026_MES_762496_1
8840/E8
Open Tender
Electrical and Maintenance Works
Item Rate
270 days
Garrison Engineer Utility-I Visakhapatnam
As per NIT
7 documents required · 7 mandatory
₹500
Garrison Engineer Utility-I
₹90,000
Yes
17 Aug 2026
28 Apr 2026
21 May 2026
28 Apr 2026
19 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying cables etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft / loose soil complete all as specified and directed. | 183.6 | Cum | - | - |
| 3 | All as per Sl Item No. 2.00 here in before but depth exceeding 1.5 m and not exceeding 3 m in depth. | 1.08 | Cum | - | - |
| 4 | Returning, filling in and including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed. | 97 | Cum | - | - |
| 5 | Removing of excavated surplus soil to a distance n. exc 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed. | 87.7 | Cum | - | - |
| 6 | M&L sand cushioning with clean and dry river sand in trenches for protection of UG cable and including punning down complete all as specified and directed.
Note:- Punned thickness of sand coushioning shall only measured and paid. | 55 | Cum | - | - |
| 7 | Supply & laying sub class 'B', class designation 75 bricks of old size, laid over sand cushioning along alignment of cable as protection to cable in trenches including taking out existing bricks complete all as specified and directed.
Note : Sand cushioning will measured and paid separately. | 5,600 | Each | - | - |
| 8 | S&F 50 mm bore dia galvanised steel tubing, Light grade galvanised, laid under road crossing, for cable protection or fixed to poles, walls or laid under floors including taking down existing un-serviceable pipe of any description. complete all as specified and directed. | 66 | RM | - | - |
| 9 | M&L for cutting the tarmac / hard standings in road and excavating trenches across the road in size not exceeding 0.45 m wide and 0.6 m depth for laying cable / cable protection pipe including refilling earth & making good top surface of the disturbed portion with 100mm thick PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) / bituminous mix as per existing & matching with the surroundings including removal of rabbish off to distance not exceeding 100 m complete all as specified and directed.
Note:- Unit rate quoted against this item shall deemed to include cost of road cutting, earth work excavation, plain cement concrete work required for making good top of the surface, complete. | 24 | RM | - | - |
| 10 | M&L PCC (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 8.1 | Cum | - | - |
| 11 | M&L PCC (1:2:4) type B2, (using 40 mm graded crushed stone aggregate) as in copings, benching and the like etc. including necessary formwork complete all as specified and directed. | 0.9 | Cum | - | - |
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