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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹32.9 LAccepted-AOC DOOR NO 18 13 3 3RD FLOOR HILL CREST APARTMENTS SEETHAMMADHARA NORTH EXTENSION VISAKHAPATNAM 530 013 | VISAKHAPATANAM | ANDHRA PRADESH | 530013 | 1 | Accepted-AOC AWARDED BEING THE LOWEST TENDERER | |
| 2 | 2₹33.3 L+₹33,314.69 (1.01%)Rejected-Finance D NO 18 13 4 3RD FLOOR HILL CREST APARTMENT SEETHAMADHARA NORTH EXTENSION VISAKHAPATNAM 530 013 | VISAKHAPATANAM | ANDHRA PRADESH | 530013 | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 3 | 3₹35.5 L+₹2.5 L (7.66%)Rejected-Finance D NO 71 31 96 6 ASRR COLONY MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 4 | 4₹39.4 L+₹6.4 L (19.4%)Rejected-Finance | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 5 | 5₹46.4 L+₹13.4 L (40.7%)Rejected-Finance | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | HARISH CONSTRUCTION L1 | M/s Sudersana Traders L2 | DHEERU BUILDERS L5 | ANUJ INFRA L11 | SRI JAYANTH ASSOCIATES L9 | ESWAR ENTERPRISES L12 | JAHNAVI ASSOCIATES L7 | Sri balaji Constructions L8 | S A R CONSTRUCTIONS L10 | SRI RAJA RAJESWARI ENTERPRISES L3 | V R K CONSTRUCTIONS L6 | K NAGARAJU L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as directed. | 0.48 | Cum | 900 ₹432 | 891 ₹427.68 | 1,641 ₹787.68 | 620 ₹297.6 | 1,890 ₹907.2 | 1,900 ₹912 | 1,890 ₹907.2 | 1,750 ₹840 | 600 ₹288 Lowest | 650 ₹312 | 959 ₹460.32 | 1,800 ₹864 |
| 2.00 | Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in soft/disintegrated rock complete all as specified and directed. | 1,778.25 | Cum | 81 ₹1,44,038.25 | 72 ₹1,28,034 | 280 ₹4,97,910 | 410 ₹7,29,082.5 | 295 ₹5,24,583.75 | 780 ₹13,87,035 | 360 ₹6,40,170 | 78 ₹1,38,703.5 | 400 ₹7,11,300 | 45 ₹80,021.25 Lowest | 59 ₹1,04,916.75 | 80 ₹1,42,260 |
| 3.00 | Excavating in trenches n exc 1.50 m in width and n exc 1.50 m in depth for foundation, manholes etc as well as n exc 10 sqm on plan area and getting out in hard/dense soil commplete all as specified and directed. | 27.17 | Cum | 333 ₹9,047.61 Lowest | 369 ₹10,025.73 | 1,675 ₹45,509.75 | 1,220 ₹33,147.4 | 578 ₹15,704.26 | 580 ₹15,758.6 | 575 ₹15,622.75 | 530 ₹14,400.1 | 1,200 ₹32,604 | 350 ₹9,509.5 | 347 ₹9,427.99 | 350 ₹9,509.5 |
| 4.00 | Excavating in trenches n exc 1.50 m in width and n exc 1.50 m in depth for foundation, manholes etc as well as n exc 10 sqm on plan area and getting out in soft/loose soil commplete all as specified and directed. | 35.54 | Cum | 333 ₹11,834.82 Lowest | 369 ₹13,114.26 | 422 ₹14,997.88 | 640 ₹22,745.6 | 515 ₹18,303.1 | 520 ₹18,480.8 | 545 ₹19,369.3 | 480 ₹17,059.2 | 650 ₹23,101 | 350 ₹12,439 | 419 ₹14,891.26 | 350 ₹12,439 |
| 5.00 | M&L for PCC 1:4:8 , type D-2, using 40mm graded crushed stone aggregate as in foundation , filling and mass concrete commplete all as specified and directed.. | 8.92 | Cum | 5,004 ₹44,635.68 | 5,202 ₹46,401.84 | 7,700 ₹68,684 | 3,450 ₹30,774 Lowest | 8,895 ₹79,343.4 | 9,550 ₹85,186 | 8,900 ₹79,388 | 8,700 ₹77,604 | 3,500 ₹31,220 | 4,500 ₹40,140 | 5,999 ₹53,511.08 | 4,000 ₹35,680 |
| 6.00 | 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. | 16.16 | Sqm | 360 ₹5,817.6 Lowest | 369 ₹5,963.04 | 650 ₹10,504 | 460 ₹7,433.6 | 7,140 ₹1,15,382.4 | 7,000 ₹1,13,120 | 650 ₹10,504 | 6,580 ₹1,06,332.8 | 450 ₹7,272 | 620 ₹10,019.2 | 419 ₹6,771.04 | 650 ₹10,504 |
| 7.00 | M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams, foundation for columns, etc complete all as specified and directed.. | 2.9 | Cum | 8,100 ₹23,490 | 8,001 ₹23,202.9 | 9,385 ₹27,216.5 | 8,450 ₹24,505 | 10,605 ₹30,754.5 | 10,500 ₹30,450 | 9,800 ₹28,420 | 10,500 ₹30,450 | 8,500 ₹24,650 | 7,200 ₹20,880 Lowest | 7,799 ₹22,617.1 | 8,000 ₹23,200 |
| 8.00 | 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. | 20.16 | Sqm | 360 ₹7,257.6 | 369 ₹7,439.04 | 289 ₹5,826.24 Lowest | 495 ₹9,979.2 | 420 ₹8,467.2 | 450 ₹9,072 | 1,150 ₹23,184 | 420 ₹8,467.2 | 500 ₹10,080 | 620 ₹12,499.2 | 419 ₹8,447.04 | 650 ₹13,104 |
| 9.00 | M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in columns,pillars etccomplete all as specified and directed.. | 1.51 | Cum | 9,000 ₹13,590 | 8,901 ₹13,440.51 | 9,350 ₹14,118.5 | 8,450 ₹12,759.5 | 10,710 ₹16,172.1 | 10,500 ₹15,855 | 10,000 ₹15,100 | 10,000 ₹15,100 | 8,500 ₹12,835 | 7,200 ₹10,872 Lowest | 7,799 ₹11,776.49 | 8,000 ₹12,080 |
| 10.00 | 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. | 3.9 | Sqm | 360 ₹1,404 Lowest | 369 ₹1,439.1 | 705 ₹2,749.5 | 400 ₹1,560 | 945 ₹3,685.5 | 1,000 ₹3,900 | 940 ₹3,666 | 850 ₹3,315 | 400 ₹1,560 | 620 ₹2,418 | 419 ₹1,634.1 | 650 ₹2,535 |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
19 Dec 2025, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
PROVISION OF STORE ROOM AT ORR AT TS(V) DOLPHIN HILL AND PROVISION OF DEFICIENT PARKING NEAR NANDINI BUILDING AT NAVAL PARK, VISAKHAPATNAM
2025_MES_741922_1
C/8630/25-26/E8 TOKEN 116 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER NAVAL BASE
₹96,000
Yes
18 Feb 2026
28 Nov 2025
26 Dec 2025
28 Nov 2025
19 Dec 2025
12 Dec 2025
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: GARRISON ENGINEER [NAVAL BASE][VISAKHAPATNAM]
Contract No: CA NO. GE[NB]/ VIZ / OF 2025 - 26
Name of the Bidder/ Bidding Firm / Company :
Sl. No. Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT TOTAL AMOUNT In Words
1 Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as directed. 0.48 Cum Excess(+) Full Conversion INR Credit
2 1778.25 Cum Excess(+) Full Conversion INR Credit
3 27.17 Cum Excess(+) Full Conversion INR
4 35.54 Cum Excess(+) Full Conversion INR
5 M&L for PCC 1:4:8 , type D-2, using 40mm graded crushed stone aggregate as in foundation , filling and mass concrete commplete all as specified and directed.. Cum Excess(+) Full Conversion INR
6 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. 16.16 Sqm Excess(+) Full Conversion INR
7 M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams, foundation for columns, etc complete all as specified and directed.. 2.9 Cum Excess(+) Full Conversion INR
8 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. 20.16 Sqm Excess(+) Full Conversion INR
9 M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in columns,pillars etccomplete all as specified and directed.. 1.51 Cum Excess(+) Full Conversion INR
10 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. 3.9 Sqm Excess(+) Full Conversion INR
11 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. 0.39 Cum Excess(+) Full Conversion INR
12 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. 13.05 Sqm Excess(+) Full Conversion INR
13 M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in lintels beams and roof beams etc complete all as specified and directed.. 0.9 Cum Excess(+) Full Conversion INR
14 Use and waste of formwork to flat surfaces of chullah hoods, chajjas, troughs and similar items including edges complete all as specified and directed by Engineer-in-Charge. 2 Sqm Excess(+) Full Conversion INR
15 M&L for reinforced cement concrete M-30 (Design Mix) using 20mm graded stone aggregate as in chajjas complete all as specified and directed. 0.2 Cum Excess(+) Full Conversion INR
16 S & F high strength corrosion resistant TMT steel bars 10 mm dia., and over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality complete all as specified and directed. Kg. Excess(+) Full Conversion INR
17 S&F Mild steel TMT bars 6 mm to 8 mm dia., cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed. Kg Excess(+) Full Conversion INR
18 9.36 Cum Excess(+) Full Conversion INR
19 M&L for Brick work with subclass ‘B’ old size fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed . 7.2 Cum Excess(+) Full Conversion INR
20 M&L for hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. Cum Excess(+) Full Conversion INR
21 10 Sqm Excess(+) Full Conversion INR
22 1778.25 Sqm Excess(+) Full Conversion INR
23 10 Sqm Excess(+) Full Conversion INR
24 1778.25 Sqm Excess(+) Full Conversion INR
25 15.45 Excess(+) Full Conversion INR
26 82.15 Excess(+) Full Conversion INR
27 M&L for 10 mm thick rendering in CM 1:6 on fair face of brick work finish the surface fair and even without using extra cement complete all as specified and directed by Engineer-in-Charge. 29.58 Sqm Excess(+) Full Conversion INR
28 M & L for rendering 15 mm thick in two coats (10mm+5mm each) on other than fair faces of brick work or concrete surfaces in cement mortar 1:4, mixed with integral water proofing compound with weight of cement in top layer as per manufacturer's instructions and finished the surface even and fair without using extra cement complete all as specified and directed. (Note : WPC shall be measured and paid separately against respective item). 35.38 Sqm Excess(+) Full Conversion INR
29 Supply only integral water proofing compound (ISI marked) complete all as specified and directed. 3.03 Kg Excess(+) Full Conversion INR
30 M&L for preparation of new platered surface of wall and applying two coats of weather proof 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre, dart pick up resistant,silicon enhanced,UV resistant and PU enhanced property over a coat of alkali resistant primer including applying one or more coat of wall care putty to a smooth surface including making good any undulations on the surfaces including all necessary scaffolding,complete all as specified and directed. Note :- Painting work shall be carried out acoording to Smart Painting procedure mentioned in PS 65.16 Sqm Excess(+) Full Conversion INR
31 29.58 Sqm Excess(+) Full Conversion INR
32 10 Sqm Excess(+) Full Conversion INR
33 1 Sqm Excess(+) Full Conversion INR
34 M & L for 18 to 20mm thick Granite (of any type) work (table rubbed and polished) in floors, steps, jambs, pillars, window-cills, cooking platforms and like bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including 15 mm thick screed bed in cement mortar 1:6 & cutting, polishing complete all as specified and directed. 3.2 Sqm Excess(+) Full Conversion INR
35 15.2 Cum Excess(+) Full Conversion INR
36 Removing excavated soil to a distance exc. 5.00 Km but n.exc. 15 Km and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. Cum Excess(+) Full Conversion INR
37 21.6 Cum Excess(+) Full Conversion INR Credit
38 21.32 Cum Excess(+) Full Conversion INR Credit
39 128.24 Sqm Excess(+) Full Conversion INR
40 128.24 Sqm Excess(+) Full Conversion INR Credit
41 290 Kg Excess(+) Full Conversion INR
42 20 Sqm Excess(+) Full Conversion INR Credit
43 10 Sqm Excess(+) Full Conversion INR Credit
44 M&L for 75 mm thick Cement concrete 1:3:6 type C1(using 20 mm graded stone aggregate) in plinth protection, and finishing the concrete surface even and smooth without using extra cement including making joints filled with bitumastic filing in proportion of bitumen and sand 1:2 complete all as specified and directed. 15 Sqm Excess(+) Full Conversion INR
45 26 Sqm Excess(+) Full Conversion INR
46 2.88 Sqm Excess(+) Full Conversion INR
47 4.9 Kg Excess(+) Full Conversion INR
48 M&L for treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area, complete all as specified and directed. 10 Sqm Excess(+) Full Conversion INR
49 M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per sqm of vertical surface, complete all as specified and directed. (Note: Area of the substructure in contact with backfill shall be measured.) 6.5 Sqm Excess(+) Full Conversion INR
50 M&L for treating the top surface of filled earth at the rate of 5.00 litres of emulsion per sqm of surface complete all as specified and directed. 12 Sqm Excess(+) Full Conversion INR
51 M&L treating the soil along with external perimeter of building at the rate of 2.25 litres of emulsion per metre of the perimeter wall, complete all as specified and directed. 18 Rm Excess(+) Full Conversion INR
52 M&L treating the soil under plinth protection at the rate of 5.00 litres of emulsion per Sqm, complete all as specified and directed. 15 Sqm Excess(+) Full Conversion INR
Total in Figures
Quoted Rate in Figures Select
Quoted Rate in Words
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