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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAdmitted-Finance | ₹29.8 L | L1 | Admitted-Finance |
| 2 | L2₹29.8 L+₹2,226 (0.07%)Admitted-Finance | ₹29.8 L+₹2,226 (0.07%) | L2 | Admitted-Finance |
| 3 | L3₹29.9 L+₹12,110.50 (0.41%)Admitted-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | ₹29.9 L+₹12,110.50 (0.41%) | L3 | Admitted-Finance |
| 4 | L4₹30.7 L+₹89,022 (2.99%)Admitted-Finance | ₹30.7 L+₹89,022 (2.99%) | L4 | Admitted-Finance |
| 5 | L5₹31.3 L+₹1.5 L (5.05%)Admitted-Finance | ₹31.3 L+₹1.5 L (5.05%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sri Venkateswara Constructions L2 | S.S.TRADERS L1 | ANJALI CONSTRUCTIONS L7 | RATNA ENTERPRISES L10 | M/S Jayalakshmi Constructions L8 | PRASAD INFRAS L9 | V R K CONSTRUCTIONS L11 | SAI SRINIVAS CONSTRUCTIONS L3 | G VENKATA RAO L6 | N V S S K N SIVA PRASAD L4 | K NAGARAJU L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| .01SCHEDULE 'A' PART-I: B/R WORKS | ||||||||||||||
| 1.00 | Demolition of reinforcement cement concrete as in ground floors, lintel, plinth beam ,pillar ,RCC jalli etc including removing out of the MD land, complete all as specified and directed. | 11.55 | Cum | 380 ₹4,389 | 750 ₹8,662.5 | 450 ₹5,197.5 | 460 ₹5,313 | 700 ₹8,085 | 1,299 ₹15,003.45 | 977 ₹11,284.35 | 300 ₹3,465 Lowest | 590 ₹6,814.5 | 420 ₹4,851 | 400 ₹4,620 |
| 2.00 | M & L precast RCC louvers and jallies 25 mm thick(measured soild)incl all mouldings but excluding frame type B0 (1:2:4) using 12.5 mm gr aggr and set in cement mortar 1:4 | 30 | Sqm | 600 ₹18,000 | 649 ₹19,470 | 550 ₹16,500 | 600 ₹18,000 | 350 ₹10,500 Lowest | 599 ₹17,970 | 707 ₹21,210 | 1,050 ₹31,500 | 650 ₹19,500 | 900 ₹27,000 | 800 ₹24,000 |
| 3.00 | Precast cement concrete 1:2:4, type B1 (Using 20 mm graded stone aggregate) in landings, cover slabs,coocking slab,shelves and similar articles with plain faces and set in cement mortar 1:4(Note : Reinforce shall be measured & paid separately) | 10.8 | Cum | 5,300 ₹57,240 Lowest | 6,050 ₹65,340 | 5,500 ₹59,400 | 7,200 ₹77,760 | 5,700 ₹61,560 | 7,500 ₹81,000 | 5,747 ₹62,067.6 | 5,400 ₹58,320 | 5,900 ₹63,720 | 6,000 ₹64,800 | 6,000 ₹64,800 |
| 4.00 | M&L for mild steel TMT bars 10 mm and over cut to length bent to shape required including cranking, bending, spirally for hoping ends and binding with mild steel wire annealed not less than 0.90 mm dia as in reinforcement complete all as specified | 1,250 | Kg | 88 ₹1,10,000 | 95 ₹1,18,750 | 85 ₹1,06,250 Lowest | 90 ₹1,12,500 | 92 ₹1,15,000 | 95 ₹1,18,750 | 104 ₹1,30,000 | 90 ₹1,12,500 | 85 ₹1,06,250 Lowest | 90 ₹1,12,500 | 92 ₹1,15,000 |
| 5.00 | Demolition of P.C.C. of any description as in bed of drain, ground floor or pavings etc n-exc 15cm thick below or above the ground level including removing out of the MD land complete all as specified and as directed. | 56.25 | Cum | 300 ₹16,875 | 550 ₹30,937.5 | 310 ₹17,437.5 | 900 ₹50,625 | 700 ₹39,375 | 599 ₹33,693.75 | 347 ₹19,518.75 | 250 ₹14,062.5 | 290 ₹16,312.5 | 200 ₹11,250 Lowest | 400 ₹22,500 |
| 6.00 | M&L P.C.C. 1:3:6 type C2 (with using 40mm graded shingle) as in bed of drain including forming channels complete all as directed | 16 | Cum | 3,700 ₹59,200 | 3,850 ₹61,600 | 5,100 ₹81,600 | 5,300 ₹84,800 | 4,600 ₹73,600 | 4,949 ₹79,184 | 4,847 ₹77,552 | 3,600 ₹57,600 | 3,100 ₹49,600 Lowest | 3,400 ₹54,400 | 3,900 ₹62,400 |
| 7.00 | M&L for PCC 1:2:4 type B2 (with using 12.5mm graded aggregate as in benching to drains complete all as specified and as directed. | 1.5 | Cum | 3,900 ₹5,850 Lowest | 6,500 ₹9,750 | 6,100 ₹9,150 | 7,200 ₹10,800 | 5,600 ₹8,400 | 5,400 ₹8,100 | 5,747 ₹8,620.5 | 5,000 ₹7,500 | 4,100 ₹6,150 | 5,600 ₹8,400 | 5,507 ₹8,260.5 |
| 8.00 | M&L cement concrete type C1 ,1:3:6 ( using 20 mm graded stone aggregate) 75mm thick as in plinth protection,path etc finished the surface even and fair w/o using extra cement complete all as specified and directed. | 250 | Sqm | 290 ₹72,500 | 299 ₹74,750 | 306 ₹76,500 | 300 ₹75,000 | 410 ₹1,02,500 | 330 ₹82,500 | 347 ₹86,750 | 320 ₹80,000 | 260 ₹65,000 Lowest | 310 ₹77,500 | 380 ₹95,000 |
| 9.00 | M&L for PCC type B1 (1:2:4 )(using 20 mm graded stone aggregate) as in roof kerb , coping, benching ,coving rounded or chamfered edges,hold fast block, , etc complete as directed. | 20 | Cum | 4,500 ₹90,000 Lowest | 4,850 ₹97,000 | 5,800 ₹1,16,000 | 7,000 ₹1,40,000 | 5,500 ₹1,10,000 | 5,999 ₹1,19,980 | 5,747 ₹1,14,940 | 5,200 ₹1,04,000 | 5,200 ₹1,04,000 | 5,600 ₹1,12,000 | 5,600 ₹1,12,000 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
24 Aug 2026, 6:00 pmClosed
Garrison Engineer Naval Depot
Garrison Engineer Naval Depot Industrial Estate Post 104 Area Visakhapatnam 530007
REPAIRS TO PATH HARDSTANDING GARBAGE BIN AND OTHERMISC WORKS AT SVN COLONY KEY PERSONNEL QTRS SITE A GE COMPLEX UNDER AGE BR I OF GE ND VISAKHAPATNAM
2026_MES_782244_1
8654/GEND/E8
Open Tender
Civil Works
Item Rate
180 days
Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Garrison Engineer Naval Depot
₹90,000
Yes
16 Sept 2026
1 Aug 2026
27 Aug 2026
1 Aug 2026
24 Aug 2026
15 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.01 | SCHEDULE 'A' PART-I: B/R WORKS | - | - | - | - |
| 1 | Demolition of reinforcement cement concrete as in ground floors, lintel, plinth beam ,pillar ,RCC jalli etc including removing out of the MD land, complete all as specified and directed. | - | Cum | 1.25 | - |
| 2M & L precast RCC louvers and jallies 25 mm thick(measured soild)incl all mouldings but excluding frame type B0 (1:2:4) using 12.5 mm gr aggr and set in cement mortar 1:4 | |||||
| 3 | Precast cement concrete 1:2:4, type B1 (Using 20 mm graded stone aggregate) in landings, cover slabs,coocking slab,shelves and similar articles with plain faces and set in cement mortar 1:4(Note : Reinforce shall be measured & paid separately) | - | Cum | 100 | - |
| 4 | M&L for mild steel TMT bars 10 mm and over cut to length bent to shape required including cranking, bending, spirally for hoping ends and binding with mild steel wire annealed not less than 0.90 mm dia as in reinforcement complete all as specified | - | Kg | 53 | - |
| 5 | Demolition of P.C.C. of any description as in bed of drain, ground floor or pavings etc n-exc 15cm thick below or above the ground level including removing out of the MD land complete all as specified and as directed. | - | Cum | 10 | - |
| 6 | M&L P.C.C. 1:3:6 type C2 (with using 40mm graded shingle) as in bed of drain including forming channels complete all as directed | - | Cum | 11 | - |
| 7 | M&L for PCC 1:2:4 type B2 (with using 12.5mm graded aggregate as in benching to drains complete all as specified and as directed. | - | Cum | 1.25 | - |
| 8M&L cement concrete type C1 ,1:3:6 ( using 20 mm graded stone aggregate) 75mm thick as in plinth protection,path etc finished the surface even and fair w/o using extra cement complete all as specified and directed. | |||||
| 9 | M&L for PCC type B1 (1:2:4 )(using 20 mm graded stone aggregate) as in roof kerb , coping, benching ,coving rounded or chamfered edges,hold fast block, , etc complete as directed. | - | Cum | 100 | - |
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