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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹43.9 LAccepted-Finance NO 24 54 21 5 LIG 408 VUDA COLONY VINAYAKA NAGAR GAJUWAKA VISAKHAPATNAM 530026 | VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | ₹43.9 L | 1 | Accepted-Finance Accepted being lowest tenderer |
| 2 | 2₹48.6 L+₹4.7 L (10.7%)Rejected-Finance | ₹48.6 L+₹4.7 L (10.7%) | 2 | Rejected-Finance Rejected not being lowest tenderer |
| 3 | 3₹49.0 L+₹5.1 L (11.6%)Rejected-Finance | ₹49.0 L+₹5.1 L (11.6%) | 3 | Rejected-Finance Rejected not being lowest tenderer |
| 4 | 4₹49.5 L+₹5.6 L (12.8%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | ₹49.5 L+₹5.6 L (12.8%) | 4 | Rejected-Finance Rejected not being lowest tenderer |
| 5 | 5₹51.2 L+₹7.3 L (16.6%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | ₹51.2 L+₹7.3 L (16.6%) | 5 | Rejected-Finance Rejected not being lowest tenderer |
| Sl No | Description | Qty | Unit | ALLURI CONSTRUCTIONS L4 | N Sydeswara Rao L6 | SREE VSM ENGINEERING L2 | M/S S K ENGINEERS L8 | K & K CONSTRUCTIONS L1 | SRI SAI MANIKANTA ENTERPRISES L5 | SREE HANUMAN ENTERPRISES L3 | S A R CONSTRUCTIONS L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, etc and getting out in soft/loose soil complete all as specified and directed. | 13.5 | Cum | 390 ₹5,265 | 400 ₹5,400 | 465 ₹6,277.5 | 300 ₹4,050 Lowest | 350 ₹4,725 | 420 ₹5,670 | 500 ₹6,750 | 350 ₹4,725 |
| 2.00 | M&L for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 1.35 | Cum | 5,400 ₹7,290 | 4,500 ₹6,075 | 4,599 ₹6,208.65 | 8,000 ₹10,800 | 4,500 ₹6,075 | 3,980 ₹5,373 Lowest | 5,000 ₹6,750 | 4,000 ₹5,400 |
| 3.00 | Use and waste of form work to sides of concrete foundations, footings, base of columns, sides and soffits of plinth beams, sides of pile caps and similar work for rough finished surface of concrete complete all as specified and directed. | 46 | Sqm | 300 ₹13,800 Lowest | 600 ₹27,600 | 520 ₹23,920 | 350 ₹16,100 | 500 ₹23,000 | 560 ₹25,760 | 350 ₹16,100 | 600 ₹27,600 |
| 4.00 | M&L for Reinforced cement concrete M-30 (design Mix), using 20 mm graded stone aggregate) in foundation including rafts ,footing ,foundation beams , plinth beams, bases for columns etc, pile and mass, complete all as specified and directed. | 4.13 | Cum | 7,000 ₹28,910 Lowest | 8,500 ₹35,105 | 7,800 ₹32,214 | 8,500 ₹35,105 | 9,000 ₹37,170 | 7,490 ₹30,933.7 | 7,500 ₹30,975 | 8,000 ₹33,040 |
| 5.00 | Use and waste form work to sides pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete complete all as specified and as directed. | 20 | Sqm | 300 ₹6,000 Lowest | 600 ₹12,000 | 515 ₹10,300 | 350 ₹7,000 | 500 ₹10,000 | 580 ₹11,600 | 350 ₹7,000 | 600 ₹12,000 |
| 6.00 | M&L for RCC M-30 (design Mix) using 20 mm graded stone aggregate) for columns, pillars, piers, posts and struts complete all as specified and directed. | 3 | Cum | 8,800 ₹26,400 | 9,500 ₹28,500 | 7,900 ₹23,700 | 8,500 ₹25,500 | 9,000 ₹27,000 | 7,680 ₹23,040 | 7,500 ₹22,500 Lowest | 8,000 ₹24,000 |
| 7.00 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves ,plinth beam including supports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. | 15 | Sqm | 450 ₹6,750 | 600 ₹9,000 | 485 ₹7,275 | 350 ₹5,250 Lowest | 500 ₹7,500 | 578 ₹8,670 | 350 ₹5,250 Lowest | 600 ₹9,000 |
| 8.00 | M&L for RCC M-30 (Design Mix) using 20mm graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span etc.complete all as specified and directed | 2 | Cum | 7,900 ₹15,800 | 9,000 ₹18,000 | 7,900 ₹15,800 | 8,500 ₹17,000 | 9,000 ₹18,000 | 7,700 ₹15,400 | 7,500 ₹15,000 Lowest | 8,000 ₹16,000 |
| 9.00 | Use and waste of form work to soffits of suspended slabs such as roof slabs, n. exc. 20cm thick (horizontal or sloping for fair finished concrete surface complete all as specified and directed. | 20 | Sqm | 340 ₹6,800 Lowest | 600 ₹12,000 | 485 ₹9,700 | 350 ₹7,000 | 500 ₹10,000 | 568 ₹11,360 | 350 ₹7,000 | 600 ₹12,000 |
| 10.00 | M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and the like etc complete all as specified and directed. | 3.38 | Cum | 7,250 ₹24,505 Lowest | 9,000 ₹30,420 | 7,900 ₹26,702 | 8,500 ₹28,730 | 9,000 ₹30,420 | 7,750 ₹26,195 | 7,500 ₹25,350 | 8,000 ₹27,040 |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
3 Aug 2026, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
PROVISION OF STAFF WASH ROOM AT BLDG NO- P36,NAUSENANAUGH,AS AS OF OFFICE SPACES INCLUDING INSTALLATION OF FALSE CEILING AT DTT(V) BLDG NO-17 AND ADDITIONAL CEILING MOUNTED LED PANELS AT WWT(V) BLDG NO-21 INSIDE NAVAL DOCKYARD, AS AS COVERED PATHWAY
2026_MES_774815_1
C/8692/26-27/E8 TOKEN 25 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
VISAKHAPATNAM
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GARRISON ENGINEER (NAVAL BASE)
₹98,000
Yes
15 Sept 2026
25 Jun 2026
7 Aug 2026
25 Jun 2026
3 Aug 2026
9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, etc and getting out in soft/loose soil complete all as specified and directed. | 13.5 | Cum | - | - |
| 2 | M&L for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 1.35 | Cum | - | - |
| 3 | Use and waste of form work to sides of concrete foundations, footings, base of columns, sides and soffits of plinth beams, sides of pile caps and similar work for rough finished surface of concrete complete all as specified and directed. | 46 | Sqm | - | - |
| 4 | M&L for Reinforced cement concrete M-30 (design Mix), using 20 mm graded stone aggregate) in foundation including rafts ,footing ,foundation beams , plinth beams, bases for columns etc, pile and mass, complete all as specified and directed. | 4.13 | Cum | - | - |
| 5 | Use and waste form work to sides pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete complete all as specified and as directed. | 20 | Sqm | - | - |
| 6 | M&L for RCC M-30 (design Mix) using 20 mm graded stone aggregate) for columns, pillars, piers, posts and struts complete all as specified and directed. | 3 | Cum | - | - |
| 7 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves ,plinth beam including supports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. | 15 | Sqm | - | - |
| 8 | M&L for RCC M-30 (Design Mix) using 20mm graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span etc.complete all as specified and directed | 2 | Cum | - | - |
| 9 | Use and waste of form work to soffits of suspended slabs such as roof slabs, n. exc. 20cm thick (horizontal or sloping for fair finished concrete surface complete all as specified and directed. | 20 | Sqm | - | - |
| 10 | M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and the like etc complete all as specified and directed. | 3.38 | Cum | - | - |
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