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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹26.8 LAccepted-AOC | 1 | Accepted-AOC AWARDED BEING THE LOWEST TENDERER | |
| 2 | 2₹29.0 L+₹2.0 L (7.30%)Rejected-Finance | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 3 | 3₹29.6 L+₹2.6 L (9.77%)Rejected-Finance NO 24 54 21 5 LIG 408 VUDA COLONY VINAYAKA NAGAR GAJUWAKA VISAKHAPATNAM 530026 | VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 4 | 4₹29.8 L+₹2.8 L (10.2%)Rejected-Finance | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 5 | 5₹29.8 L+₹2.8 L (10.3%)Rejected-Finance | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | JAYAM BUILD CONSTRUCTIONS L19 | KSN PROJECTS L15 | ALLURI CONSTRUCTIONS L11 | VISWAS ENGINEERING WORKS L17 | SRI VIJAYA LAKSHMI ENTERPRISES L1 | DHEERU BUILDERS L16 | SRI JAYANTH ASSOCIATES L18 | SRI RAJA RAJESWARI ENTERPRISES L7 | GVR CONSTRUCTIONS L13 | INDRA CONSTRUCTIONS L14 | S R CONSTRUCTIONS L4 | K NAGARAJU L2 | SRI SAI MANIKANTA ENTERPRISES L9 | sai ganesh enterprises L12 | K & K CONSTRUCTIONS L3 | N V S S K N SIVA PRASAD L6 | SRI BHAVANI ENTERPRISES L5 | V R K CONSTRUCTIONS L8 | K.ADITYA ENGINEERING CONTRACTORS L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, trenches for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed. | 603 | Cum | 344 ₹2,07,432 | 117 ₹70,551 Lowest | 349 ₹2,10,447 | 455 ₹2,74,365 | 250 ₹1,50,750 | 350 ₹2,11,050 | 250 ₹1,50,750 | 300 ₹1,80,900 | 350 ₹2,11,050 | 200 ₹1,20,600 | 200 ₹1,20,600 | 300 ₹1,80,900 | 329 ₹1,98,387 | 400 ₹2,41,200 | 199 ₹1,19,997 | 310 ₹1,86,930 | 300 ₹1,80,900 | 266 ₹1,60,398 | 250 ₹1,50,750 |
| 2.00 | M & L for Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in surface channel, drains etc complete all as specified and directed. | 120.6 | Cum | 3,700 ₹4,46,220 | 4,959 ₹5,98,055.4 | 3,499 ₹4,21,979.4 | 4,800 ₹5,78,880 | 3,000 ₹3,61,800 Lowest | 3,900 ₹4,70,340 | 5,500 ₹6,63,300 | 4,250 ₹5,12,550 | 4,000 ₹4,82,400 | 5,100 ₹6,15,060 | 4,000 ₹4,82,400 | 3,500 ₹4,22,100 | 3,900 ₹4,70,340 | 4,000 ₹4,82,400 | 4,199 ₹5,06,399.4 | 3,900 ₹4,70,340 | 3,700 ₹4,46,220 | 4,199 ₹5,06,399.4 | 3,800 ₹4,58,280 |
| 3.00 | Extra for forming fair finished to concrete surface of drain 60cm inner girth in cement including forms, mould, mitred/stopped etc complete all as specified and as directed. | 450 | Rm | 1,233 ₹5,54,850 | 90 ₹40,500 | 108 ₹48,600 | 300 ₹1,35,000 | 150 ₹67,500 | 175 ₹78,750 | 45 ₹20,250 | 100 ₹45,000 | 200 ₹90,000 | 55 ₹24,750 | 100 ₹45,000 | 90 ₹40,500 | 189 ₹85,050 | 180 ₹81,000 | 49 ₹22,050 | 180 ₹81,000 | 120 ₹54,000 | 41 ₹18,450 Lowest | 50 ₹22,500 |
| 4.00 | M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and directed. | 176.88 | Cum | 3,500 ₹6,19,080 | 3,960 ₹7,00,444.8 | 3,899 ₹6,89,655.12 | 3,900 ₹6,89,832 | 3,000 ₹5,30,640 | 3,650 ₹6,45,612 | 4,500 ₹7,95,960 | 3,550 ₹6,27,924 | 3,600 ₹6,36,768 | 3,500 ₹6,19,080 | 3,700 ₹6,54,456 | 3,400 ₹6,01,392 | 3,499 ₹6,18,903.12 | 3,200 ₹5,66,016 | 2,699 ₹4,77,399.12 Lowest | 3,000 ₹5,30,640 | 2,900 ₹5,12,952 | 4,019 ₹7,10,880.72 | 3,500 ₹6,19,080 |
| 5.00 | M & L for brick work with fly ash bricks, straight or curved on plan to any radius, built in cement mortar 1:6 using old size brick complete all as specified and directed. | 122 | Cum | 4,800 ₹5,85,600 | 5,670 ₹6,91,740 | 4,999 ₹6,09,878 | 5,500 ₹6,71,000 | 3,000 ₹3,66,000 Lowest | 4,900 ₹5,97,800 | 5,500 ₹6,71,000 | 4,500 ₹5,49,000 | 4,700 ₹5,73,400 | 5,250 ₹6,40,500 | 5,000 ₹6,10,000 | 4,600 ₹5,61,200 | 4,390 ₹5,35,580 | 5,500 ₹6,71,000 | 4,399 ₹5,36,678 | 3,990 ₹4,86,780 | 5,000 ₹6,10,000 | 4,559 ₹5,56,198 | 5,600 ₹6,83,200 |
| 6.00 | M & L for rendering 15 mm thick on on stone masonry surfaces or surface other than fair face of brick-work in cement mortar 1:4 and finished the surfaces even and fair complete all as specified and directed. | 644 | Sqm | 299 ₹1,92,556 | 360 ₹2,31,840 | 306 ₹1,97,064 | 280 ₹1,80,320 | 200 ₹1,28,800 Lowest | 360 ₹2,31,840 | 235 ₹1,51,340 | 270 ₹1,73,880 | 280 ₹1,80,320 | 200 ₹1,28,800 Lowest | 250 ₹1,61,000 | 240 ₹1,54,560 | 270 ₹1,73,880 | 280 ₹1,80,320 | 299 ₹1,92,556 | 290 ₹1,86,760 | 250 ₹1,61,000 | 302 ₹1,94,488 | 280 ₹1,80,320 |
| 7.00 | M & L for keyed pointing in cement mortar 1:3 to random rubble or polygonal rubble masonry uncoursed or brought up to courses complete all as specified and directed. | 16 | 10 Sqm | 2,233 ₹35,728 | 900 ₹14,400 | 5,999 ₹95,984 | 250 ₹4,000 Lowest | 1,000 ₹16,000 | 1,800.8 ₹28,812.8 | 2,000 ₹32,000 | 1,250 ₹20,000 | 380 ₹6,080 | 1,000 ₹16,000 | 2,000 ₹32,000 | 2,000 ₹32,000 | 1,990 ₹31,840 | 600 ₹9,600 | 2,009 ₹32,144 | 1,500 ₹24,000 | 1,000 ₹16,000 | 689 ₹11,024 | 2,000 ₹32,000 |
| 8.00 | M & L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and directed. | 804 | Sqm | 69 ₹55,476 | 9 ₹7,236 Lowest | 27 ₹21,708 | 45 ₹36,180 | 15 ₹12,060 | 40 ₹32,160 | 22.5 ₹18,090 | 50 ₹40,200 | 20 ₹16,080 | 25 ₹20,100 | 25 ₹20,100 | 20 ₹16,080 | 22 ₹17,688 | 30 ₹24,120 | 9 ₹7,236 Lowest | 30 ₹24,120 | 50 ₹40,200 | 14 ₹11,256 | 25 ₹20,100 |
| 9.00 | M & L for cement concrete (1:2:4), type B1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified and as directed. | 8.04 | Cum | 7,000 ₹56,280 | 7,200 ₹57,888 | 4,999 ₹40,191.96 | 5,300 ₹42,612 | 5,500 ₹44,220 | 6,000 ₹48,240 | 7,300 ₹58,692 | 5,000 ₹40,200 | 6,000 ₹48,240 | 8,000 ₹64,320 | 7,000 ₹56,280 | 5,000 ₹40,200 | 5,499 ₹44,211.96 | 5,500 ₹44,220 | 5,999 ₹48,231.96 | 6,300 ₹50,652 | 5,000 ₹40,200 | 5,099 ₹40,995.96 | 4,800 ₹38,592 Lowest |
| 10.00 | M & L for Precast Reinforced Cement Concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in cover slab (For manhole etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar 1:4 including necessary form, moulds, etc complete all as specified and directed by the Engr-in-Charge. (Note : Reinforcement shall be measured and paid separately) | 40.26 | Cum | 7,600 ₹3,05,976 | 7,200 ₹2,89,872 | 5,400 ₹2,17,404 | 5,900 ₹2,37,534 | 7,500 ₹3,01,950 | 4,900 ₹1,97,274 | 8,000 ₹3,22,080 | 5,200 ₹2,09,352 | 7,200 ₹2,89,872 | 8,899 ₹3,58,273.74 | 6,500 ₹2,61,690 | 6,400 ₹2,57,664 | 6,599 ₹2,65,675.74 | 6,200 ₹2,49,612 | 9,999 ₹4,02,559.74 | 6,300 ₹2,53,638 | 4,700 ₹1,89,222 Lowest | 5,999 ₹2,41,519.74 | 6,500 ₹2,61,690 |
Tender Value
₹43.2 L
EMD Value
₹86,400
Closing Date
10 Mar 2026, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
AS AS OF PERIPHERAL DRAINAGE SYSTEM FROM BUILDING NOP-114 AC PLANT TO BUILDING NO P-101 INCINERATOR ROOM AT INHS KALYANI, VISAKHAPATNAM
2026_MES_753108_1
C/8660/25-26/E8 TOKEN 134 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
₹86,400
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: As & As OF PERIPHERAL DRAINAGE SYSTEM FROM BUILDING NOP-114 AC PLANT TO BUILDING NO P-101 INCINERATOR ROOM AT 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 Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, trenches for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed. Cum Excess(+) Full Conversion INR
2 M & L for Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in surface channel, drains etc complete all as specified and directed. Cum Excess(+) Full Conversion INR
3 Extra for forming fair finished to concrete surface of drain 60cm inner girth in cement including forms, mould, mitred/stopped etc complete all as specified and as directed. Rm Excess(+) Full Conversion INR
4 M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and directed. Cum Excess(+) Full Conversion INR
5 M & L for brick work with fly ash bricks, straight or curved on plan to any radius, built in cement mortar 1:6 using old size brick complete all as specified and directed. Cum Excess(+) Full Conversion INR
6 M & L for rendering 15 mm thick on on stone masonry surfaces or surface other than fair face of brick-work in cement mortar 1:4 and finished the surfaces even and fair complete all as specified and directed. Sqm Excess(+) Full Conversion INR
7 M & L for keyed pointing in cement mortar 1:3 to random rubble or polygonal rubble masonry uncoursed or brought up to courses complete all as specified and directed. 10 Sqm Excess(+) Full Conversion INR
8 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
9 M & L for cement concrete (1:2:4), type B1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified and as directed. Cum Excess(+) Full Conversion INR
10 M & L for Precast Reinforced Cement Concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in cover slab (For manhole etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar 1:4 including necessary form, moulds, etc complete all as specified and directed by the Engr-in-Charge. (Note : Reinforcement shall be measured and paid separately) Cum 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 Demolition of un-reinforced cement concrete in ground floors and pavings n.exc 15cm thickness, (Below or above Ground level) and disposal of debris and rubbish to a distance upto outside MD land complete all as directed. Cum Excess(+) Full Conversion INR
13 M & L for 100 mm thick, plain cement concrete 1:2:4, type B-2 (using 40 mm graded stone aggregate) as in sub-base of flooring, hard -standing etc complete all as specified and directed. Sqm Excess(+) Full Conversion INR
14 M & L for chequered cement concrete tiles 30cm x 30cm x 25mm thick, coloured / multicoloured, glossy finish , set, jointed and pointed white cement slurry and pigments in floors, etc including 15 mm thick screed bed in cement mortor 1:6 and set & jointed in neat cement slurry and pointed in white or coloured cement to match with the shade of tiles complete all as specified and directed. Sqm Excess(+) Full Conversion INR
15 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed. Cum Excess(+) Full Conversion INR
16 Removing excavated materials exc 10 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
Total in Figures
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