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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹27.4 LAccepted-AOC | ₹27.4 L | 1 | Accepted-AOC AWARDED BEING THE LOWEST TENDERER |
| 2 | 2₹27.9 L+₹49,061.03 (1.79%)Rejected-Finance | ₹27.9 L+₹49,061.03 (1.79%) | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| 3 | 3₹29.1 L+₹1.7 L (6.10%)Rejected-Finance | ₹29.1 L+₹1.7 L (6.10%) | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| 4 | 4₹29.2 L+₹1.8 L (6.44%)Rejected-Finance D NO 49 23 27 A FLAT NO 301 3RD FLOOR SRI SAI TIRUMAL ENCLAVE LALITHANAGAR VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | ₹29.2 L+₹1.8 L (6.44%) | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| 5 | 5₹29.3 L+₹1.9 L (6.81%)Rejected-Finance | ₹29.3 L+₹1.9 L (6.81%) | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | JAYAM BUILD CONSTRUCTIONS L19 | KSN PROJECTS L20 | ALLURI CONSTRUCTIONS L22 | G Srinivas Rao L4 | VISWAS ENGINEERING WORKS L18 | RAJASHEKHAR ENTERPRISES L16 | SRI VIJAYA LAKSHMI ENTERPRISES L1 | M/s VENKATA JAHNAVI CONSTRUCTIONS L6 | DHEERU BUILDERS L21 | SAI SRINIVAS CONSTRUCTIONS L11 | INDRA CONSTRUCTIONS L17 | prasad constructions L12 | sai ganesh enterprises L15 | S R CONSTRUCTIONS L10 | SRI BHAVANI ENTERPRISES L2 | GVR CONSTRUCTIONS L7 | SRI SAI MANIKANTA ENTERPRISES L13 | K NAGARAJU L5 | G VENKATA RAO L3 | SRI RAJA RAJESWARI ENTERPRISES L8 | K & K CONSTRUCTIONS L14 | N V S S K N SIVA PRASAD L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out in soft/disintegrated rock complete all as specified and directed. | 728.38 | Cum | 350 ₹2,54,933 | 117 ₹85,220.46 Lowest | 499 ₹3,63,461.62 | 250 ₹1,82,095 | 350 ₹2,54,933 | 268 ₹1,95,205.84 | 250 ₹1,82,095 | 330 ₹2,40,365.4 | 300 ₹2,18,514 | 335 ₹2,44,007.3 | 525 ₹3,82,399.5 | 277 ₹2,01,761.26 | 400 ₹2,91,352 | 250 ₹1,82,095 | 300 ₹2,18,514 | 300 ₹2,18,514 | 349 ₹2,54,204.62 | 300 ₹2,18,514 | 230 ₹1,67,527.4 | 300 ₹2,18,514 | 299 ₹2,17,785.62 | 300 ₹2,18,514 |
| 2.00 | Excavating over areas, exc 1.5 m deep but nexc 3.00 m depth and getting out in hard/dense soil complete all as specified and directed. | 60 | Cum | 444 ₹26,640 | 225 ₹13,500 Lowest | 350 ₹21,000 | 250 ₹15,000 | 400 ₹24,000 | 287 ₹17,220 | 250 ₹15,000 | 300 ₹18,000 | 290 ₹17,400 | 365 ₹21,900 | 505 ₹30,300 | 349 ₹20,940 | 400 ₹24,000 | 250 ₹15,000 | 300 ₹18,000 | 400 ₹24,000 | 349 ₹20,940 | 300 ₹18,000 | 280 ₹16,800 | 325 ₹19,500 | 299 ₹17,940 | 300 ₹18,000 |
| 3.00 | 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. | 71.5 | Cum | 3,766 ₹2,69,269 | 5,400 ₹3,86,100 | 2,999 ₹2,14,428.5 | 3,900 ₹2,78,850 | 4,300 ₹3,07,450 | 3,230 ₹2,30,945 | 3,000 ₹2,14,500 | 4,500 ₹3,21,750 | 4,100 ₹2,93,150 | 3,800 ₹2,71,700 | 4,100 ₹2,93,150 | 4,309 ₹3,08,093.5 | 4,000 ₹2,86,000 | 4,500 ₹3,21,750 | 300 ₹21,450 Lowest | 4,350 ₹3,11,025 | 3,850 ₹2,75,275 | 3,500 ₹2,50,250 | 3,900 ₹2,78,850 | 4,000 ₹2,86,000 | 3,890 ₹2,78,135 | 2,900 ₹2,07,350 |
| 4.00 | 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. | 24 | Sqm | 544 ₹13,056 | 153 ₹3,672 Lowest | 699 ₹16,776 | 500 ₹12,000 | 520 ₹12,480 | 375 ₹9,000 | 350 ₹8,400 | 350 ₹8,400 | 290 ₹6,960 | 450 ₹10,800 | 250 ₹6,000 | 619 ₹14,856 | 400 ₹9,600 | 500 ₹12,000 | 700 ₹16,800 | 450 ₹10,800 | 480 ₹11,520 | 549 ₹13,176 | 410 ₹9,840 | 500 ₹12,000 | 459 ₹11,016 | 420 ₹10,080 |
| 5.00 | 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 | Cum | 6,999 ₹13,998 | 9,000 ₹18,000 | 8,999 ₹17,998 | 7,000 ₹14,000 | 7,800 ₹15,600 | 8,450 ₹16,900 | 9,500 ₹19,000 | 7,500 ₹15,000 | 6,500 ₹13,000 | 6,800 ₹13,600 | 7,000 ₹14,000 | 7,099 ₹14,198 | 6,600 ₹13,200 | 6,000 ₹12,000 | 5,600 ₹11,200 Lowest | 7,000 ₹14,000 | 6,690 ₹13,380 | 7,000 ₹14,000 | 6,800 ₹13,600 | 7,000 ₹14,000 | 7,999 ₹15,998 | 6,300.5 ₹12,601 |
| 6.00 | M & L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter flat fair finished surface complete all as specified and directed. complete all as specified and directed. | 246 | Sqm | 500 ₹1,23,000 | 153 ₹37,638 Lowest | 749 ₹1,84,254 | 400 ₹98,400 | 450 ₹1,10,700 | 405 ₹99,630 | 200 ₹49,200 | 400 ₹98,400 | 400 ₹98,400 | 455 ₹1,11,930 | 400 ₹98,400 | 601 ₹1,47,846 | 400 ₹98,400 | 600 ₹1,47,600 | 700 ₹1,72,200 | 510 ₹1,25,460 | 510 ₹1,25,460 | 480 ₹1,18,080 | 420 ₹1,03,320 | 500 ₹1,23,000 | 459 ₹1,12,914 | 420 ₹1,03,320 |
| 7.00 | M & L for Reinforced Cement Concrete M-30 (Design Mix) (using 20 mm graded stone aggregate) as in walls, retaining walls,
basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed | 45 | Cum | 7,200 ₹3,24,000 | 9,000 ₹4,05,000 | 9,999 ₹4,49,955 | 6,500 ₹2,92,500 | 8,000 ₹3,60,000 | 8,450 ₹3,80,250 | 6,000 ₹2,70,000 | 6,900 ₹3,10,500 | 7,300 ₹3,28,500 | 6,800 ₹3,06,000 | 7,250 ₹3,26,250 | 7,099 ₹3,19,455 | 6,800 ₹3,06,000 | 6,000 ₹2,70,000 | 5,500 ₹2,47,500 Lowest | 6,999 ₹3,14,955 | 6,749 ₹3,03,705 | 7,000 ₹3,15,000 | 6,900 ₹3,10,500 | 7,000 ₹3,15,000 | 7,999 ₹3,59,955 | 6,300 ₹2,83,500 |
| 8.00 | M & L for hand packing of dry aggregate with broken stone or boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed. | 10.94 | Sqm | 499 ₹5,459.06 | 144 ₹1,575.36 Lowest | 2,700 ₹29,538 | 2,000 ₹21,880 | 900 ₹9,846 | 1,400 ₹15,316 | 250 ₹2,735 | 300 ₹3,282 | 1,300 ₹14,222 | 350 ₹3,829 | 1,715 ₹18,762.1 | 889 ₹9,725.66 | 1,000 ₹10,940 | 1,500 ₹16,410 | 1,500 ₹16,410 | 2,500 ₹27,350 | 1,690 ₹18,488.6 | 400 ₹4,376 | 1,200 ₹13,128 | 850 ₹9,299 | 509 ₹5,568.46 | 1,500 ₹16,410 |
| 9.00 | S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes, single socketed ,pressure rating 6kg/sqcm in any length with or without ears, with cement joints fixed to wall, etc with all necessary fixing arrangement complete all as specified and directed. | 33.75 | Rm | 350 ₹11,812.5 | 270 ₹9,112.5 | 299 ₹10,091.25 | 350 ₹11,812.5 | 380 ₹12,825 | 320 ₹10,800 | 400 ₹13,500 | 350 ₹11,812.5 | 280 ₹9,450 | 360 ₹12,150 | 195 ₹6,581.25 Lowest | 367 ₹12,386.25 | 285 ₹9,618.75 | 350 ₹11,812.5 | 260 ₹8,775 | 320 ₹10,800 | 210 ₹7,087.5 | 280 ₹9,450 | 350 ₹11,812.5 | 400 ₹13,500 | 329 ₹11,103.75 | 500 ₹16,875 |
| 10.00 | 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. | 7,200 | Kg | 92 ₹6,62,400 | 99 ₹7,12,800 | 99 ₹7,12,800 | 95 ₹6,84,000 | 80 ₹5,76,000 | 96 ₹6,91,200 | 85 ₹6,12,000 | 82 ₹5,90,400 | 110 ₹7,92,000 | 85 ₹6,12,000 | 77 ₹5,54,400 Lowest | 97 ₹6,98,400 | 90 ₹6,48,000 | 85 ₹6,12,000 | 100 ₹7,20,000 | 86 ₹6,19,200 | 95 ₹6,84,000 | 92 ₹6,62,400 | 92 ₹6,62,400 | 85 ₹6,12,000 | 84 ₹6,04,800 | 87 ₹6,26,400 |
Tender Value
₹40.1 L
EMD Value
₹80,200
Closing Date
10 Mar 2026, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
PROVISION OF BOUNDARY WALL FOR BUILDING NO P-116 AND HARDSTAND WITH INTER LOCKING TILES FOR INHS KALYANI, VISAKHAPATNAM
2026_MES_753071_1
C/8657/25-26/E8 TOKEN 131 OF 2025-26
Open Tender
Civil Works
Item Rate
120 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER NAVAL BASE
₹80,200
Yes
31 Mar 2026
17 Feb 2026
12 Mar 2026
17 Feb 2026
10 Mar 2026
3 Mar 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: GARRISON ENGINEER [NAVAL BASE][VISAKHAPATNAM]
Name of Work: PROVISION OF BOUNDARY WALL FOR BUILDING NO P-116 AND HARDSTAND WITH INTER LOCKING TILES FOR INHS KALYANI, 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
1 Excavating over areas, n exc 1.5 m deep and getting out in soft/disintegrated rock complete all as specified and directed. Cum Excess(+) Full Conversion INR
2 Excavating over areas, exc 1.5 m deep but nexc 3.00 m depth and getting out in hard/dense soil complete all as specified and directed. Cum Excess(+) Full Conversion INR
3 Excavating over areas, exc 1.5 m deep but nexc 3.00 m depth and getting out in soft/loose soil complete all as specified and directed. Cum Excess(+) Full Conversion INR
4 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
5 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. Sqm Excess(+) Full Conversion INR
6 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. Cum Excess(+) Full Conversion INR
7 M & L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter flat fair finished surface complete all as specified and directed. complete all as specified and directed. Sqm Excess(+) Full Conversion INR
8 M & L for Reinforced Cement Concrete M-30 (Design Mix) (using 20 mm graded stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed Cum Excess(+) Full Conversion INR
9 M & L for hand packing of dry aggregate with broken stone or boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed. Sqm Excess(+) Full Conversion INR
10 S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes, single socketed ,pressure rating 6kg/sqcm in any length with or without ears, with cement joints fixed to wall, etc with all necessary fixing arrangement complete all as specified and directed. Rm Excess(+) Full Conversion INR
11 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
12 M&L for high strength corrosion resistant TMT bars 5mm dia and over upto and including 10mm dia in strirrups, spacers and binders 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 etc complete all as specified and directed. Kg Excess(+) Full Conversion INR
13 M & L for hardcore of gauge n.exc 63 mm of broken stone or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. Cum Excess(+) Full Conversion INR
14 M & L for 100 mm thick, Cement concrete 1:2:4, type B-2 (using 40mm graded stone aggregate) as in base of flooring/hard standing, etc, and finished the cement concrete surfaces even and fair without using extra cement complete all as specified and directed. Sqm Excess(+) Full Conversion INR
15 M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. Cum Excess(+) Full Conversion INR
16 M & L for Machine pressed precast conctete interlocking paver block any shape and size,coloured/multicoloured confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigment complete all as specified and directed. Sqm Excess(+) Full Conversion INR
17 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 . Cum Excess(+) Full Conversion INR
18 M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished the surfaces even and fair without using extra cement complete all as specified and directed. Sqm Excess(+) Full Conversion INR
19 M & L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and directed. Sqm Excess(+) Full Conversion INR
20 Cleaning jungle incl uprooting of rank vegetation ,grass , brush wood, trees and saplings of girth upto 30 cm and removal of rubbish upto a distance not less than 10 km outside the pheiphery of the area cleared. Sqm Excess(+) Full Conversion INR
21 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25cm in any type of soil complete all as specified and directed . Cum Excess(+) Full Conversion INR
22 Removing excavated soil to a distance exc. 500 m but n.exc. 1.50 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
Total in Figures
Quoted Rate in Figures Select
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