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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹26.9 L+₹2.1 L (8.26%)Admitted-Finance 38 30 92 SAI NAGAR MARRIPALEM VISAKHAPATNAM 530 018 | VISAKHAPATANAM | ANDHRA PRADESH | 530018 | L2 | Admitted-Finance | |
| 3 | L3₹27.6 L+₹2.8 L (11.1%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹27.7 L+₹2.9 L (11.5%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹27.8 L+₹2.9 L (11.5%)Admitted-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sri Venkateswara Constructions L3 | S.S.TRADERS L9 | KUNDAN SAI ENTERPRISES L4 | ANJALI CONSTRUCTIONS L2 | Pavan Commercial Company L14 | G Srinivas Rao L8 | PRASAD INFRAS L5 | INDRA CONSTRUCTIONS L15 | LnG Constructions L10 | M/s KAMADHENU ENGINEERING CONSTRUCTIONS L7 | K NAGARAJU L12 | V R K CONSTRUCTIONS L6 | SRI RAJA RAJESWARI ENTERPRISES L11 | VASANTHA NAIDU ASSOCIATES L13 | N V S S K N SIVA PRASAD L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| .01SCHEDULE 'A' PART-I: B/R WORKS | ||||||||||||||||||
| 1.00 | M&L for Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil. Complete all as specified and directed | 502.5 | Cum | 300 ₹1,50,750 | 350 ₹1,75,875 | 250 ₹1,25,625 | 310 ₹1,55,775 | 300 ₹1,50,750 | 306 ₹1,53,765 | 250 ₹1,25,625 | 350 ₹1,75,875 | 380 ₹1,90,950 | 230 ₹1,15,575 | 289 ₹1,45,222.5 | 329 ₹1,65,322.5 | 350 ₹1,75,875 | 200 ₹1,00,500 Lowest | 230 ₹1,15,575 |
| 2.00 | M&L forRemoving excavated material exc. 250 m but n exc. 500 m and depositing where directed Complete all as specified and directed | 401.25 | Cum | 220 ₹88,275 | 250 ₹1,00,312.5 | 150 ₹60,187.5 | 250 ₹1,00,312.5 | 400 ₹1,60,500 | 225 ₹90,281.25 | 300 ₹1,20,375 | 300 ₹1,20,375 | 210 ₹84,262.5 | 140 ₹56,175 | 289 ₹1,15,961.25 | 239 ₹95,898.75 | 200 ₹80,250 | 100 ₹40,125 Lowest | 300 ₹1,20,375 |
| 3.00 | M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. soft/loose soil. Complete all as specified and directed | 101.25 | Cum | 120 ₹12,150 | 150 ₹15,187.5 | 100 ₹10,125 | 110 ₹11,137.5 | 250 ₹25,312.5 | 90 ₹9,112.5 | 80 ₹8,100 | 151 ₹15,288.75 | 180 ₹18,225 | 90 ₹9,112.5 | 99 ₹10,023.75 | 95 ₹9,618.75 | 180 ₹18,225 | 65 ₹6,581.25 Lowest | 90 ₹9,112.5 |
| 4.00 | M&L for PCC 1:4:8 type D2 as in foundations, filling and mass concrete. | 75 | Cum | 3,900 ₹2,92,500 | 3,850 ₹2,88,750 | 3,300 ₹2,47,500 | 4,500 ₹3,37,500 | 5,500 ₹4,12,500 | 3,600 ₹2,70,000 | 4,000 ₹3,00,000 | 4,444 ₹3,33,300 | 5,200 ₹3,90,000 | 3,500 ₹2,62,500 | 3,299 ₹2,47,425 | 3,299 ₹2,47,425 | 4,000 ₹3,00,000 | 4,007 ₹3,00,525 | 2,800 ₹2,10,000 Lowest |
| 5.00 | M&L for Pre cast cement concrete Type B1 1:2:4 (20 mm graded aggregate) block masonary with solid blocks, exc 10 cm in width and setting in cement mortar 1:6 complete all as specified and as directed. | 153 | Cum | 6,800 ₹10,40,400 | 5,455 ₹8,34,615 | 5,900 ₹9,02,700 | 5,100 ₹7,80,300 Lowest | 7,000 ₹10,71,000 | 6,300 ₹9,63,900 | 6,000 ₹9,18,000 | 9,999 ₹15,29,847 | 6,200 ₹9,48,600 | 7,300 ₹11,16,900 | 5,999 ₹9,17,847 | 6,539 ₹10,00,467 | 7,500 ₹11,47,500 | 7,004 ₹10,71,612 | 5,500 ₹8,41,500 |
| 6.00 | M&L for PCC 1:3:6 type C0 with 12.5 mm size aggregte as in coping | 10.83 | Cum | 3,500 ₹37,905 | 5,500 ₹59,565 | 4,200 ₹45,486 | 4,800 ₹51,984 | 6,500 ₹70,395 | 3,600 ₹38,988 | 5,500 ₹59,565 | 3,333 ₹36,096.39 Lowest | 5,640 ₹61,081.2 | 3,800 ₹41,154 | 4,199 ₹45,475.17 | 5,099 ₹55,222.17 | 5,500 ₹59,565 | 3,350 ₹36,280.5 | 3,500 ₹37,905 |
| 7.00 | M&L for rendering cement plaster in CM 1:4, 15 mm thick in fair faces of brick work or concrete surfaces finishing the surface even & smooth without using extra cement complete all as specified and as directed. | 775 | Sqm | 230 ₹1,78,250 | 195 ₹1,51,125 | 230 ₹1,78,250 | 210 ₹1,62,750 | 300 ₹2,32,500 | 180 ₹1,39,500 Lowest | 300 ₹2,32,500 | 199 ₹1,54,225 | 320 ₹2,48,000 | 200 ₹1,55,000 | 249 ₹1,92,975 | 329 ₹2,54,975 | 280 ₹2,17,000 | 380 ₹2,94,500 | 230 ₹1,78,250 |
| 8.00 | M&L PCC (1:2:4) type B-1, using 20 mm graded stone aggregate as in surface channels and drains etc. | 22.5 | Cum | 5,000 ₹1,12,500 | 5,500 ₹1,23,750 | 6,000 ₹1,35,000 | 7,100 ₹1,59,750 | 7,500 ₹1,68,750 | 4,500 ₹1,01,250 | 5,000 ₹1,12,500 | 6,666 ₹1,49,985 | 6,150 ₹1,38,375 | 4,200 ₹94,500 | 4,899 ₹1,10,227.5 | 4,199 ₹94,477.5 Lowest | 5,000 ₹1,12,500 | 4,430 ₹99,675 | 5,500 ₹1,23,750 |
| 9.00 | M&L Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. | 350 | RM | 36 ₹12,600 | 85 ₹29,750 | 20 ₹7,000 Lowest | 36 ₹12,600 | 40 ₹14,000 | 90 ₹31,500 | 30 ₹10,500 | 43 ₹15,050 | 45 ₹15,750 | 180 ₹63,000 | 99 ₹34,650 | 95 ₹33,250 | 50 ₹17,500 | 111 ₹38,850 | 30 ₹10,500 |
Tender Value
₹41.5 L
EMD Value
₹83,000
Closing Date
10 Sept 2026, 6:00 pmClosed
Garrison Engineer Naval Depot
Garrison Engineer Naval Depot Industrial Estate Post 104 Area Visakhapatnam 530007
PROVISION OF DRAIN WORK NEAR CSD AT NAUSHAKTI NAGAR VISAKHAPATNAM
2026_MES_785510_1
8662/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
₹83,000
Yes
12 Oct 2026
20 Aug 2026
12 Sept 2026
20 Aug 2026
10 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.01 | SCHEDULE 'A' PART-I: B/R WORKS | - | - | - | - |
| 1 | M&L for Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil. Complete all as specified and directed | - | Cum | 1.25 | - |
| 2M&L forRemoving excavated material exc. 250 m but n exc. 500 m and depositing where directed Complete all as specified and directed | |||||
| 3 | M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. soft/loose soil. Complete all as specified and directed | - | Cum | 100 | - |
| 4 | M&L for PCC 1:4:8 type D2 as in foundations, filling and mass concrete. | - | Cum | 53 | - |
| 5 | M&L for Pre cast cement concrete Type B1 1:2:4 (20 mm graded aggregate) block masonary with solid blocks, exc 10 cm in width and setting in cement mortar 1:6 complete all as specified and as directed. | - | Cum | 10 | - |
| 6 | M&L for PCC 1:3:6 type C0 with 12.5 mm size aggregte as in coping | - | Cum | 11 | - |
| 7 | M&L for rendering cement plaster in CM 1:4, 15 mm thick in fair faces of brick work or concrete surfaces finishing the surface even & smooth without using extra cement complete all as specified and as directed. | - | Sqm | 1.25 | - |
| 8M&L PCC (1:2:4) type B-1, using 20 mm graded stone aggregate as in surface channels and drains etc. | |||||
| 9 | M&L Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. | - | RM | 100 | - |
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