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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.7 LAccepted-AOC 50 1 56 13 SURYA TOWERS ASR NAGAR SEETHAMMADHARA VISAKHAPATNAM 530 013 | VISAKHAPATANAM | ANDHRA PRADESH | 530013 | L1 | Accepted-AOC Lowest Bid Accepted | |
| 2 | L2₹65.0 L+₹23,444 (0.36%)Rejected-Finance H NO 8 9 29 ASOKE NAGAR OLD GAJUWAKA VIZAG 530028 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530028 | L2 | Rejected-Finance Not Being Lowest Bidder | |
| 3 | L3₹66.7 L+₹1.9 L (3.00%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | BAPATLA | ANDHRA PRADESH | 504214 | L3 | Rejected-Finance Not Being Lowest Bidder | |
| 4 | L4₹69.8 L+₹5.1 L (7.87%)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 | L4 | Rejected-Finance Not Being Lowest Bidder | |
| 5 | L5₹72.4 L+₹7.6 L (11.8%)Rejected-Finance D NO 44 38 12 23 4 AVS PARADISE SRINIVASA NAGAR AKKAYYAPALEM POST VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | L5 | Rejected-Finance Not Being Lowest Bidder |
| Sl No | Description | Qty | Unit | SAI KRISHNA ASSOCIATES L1 | M/S SRI VENKATA BHAVANI CONSTRUCTIONS L3 | CHAITANYA CONSTRUCTIONS L5 | RAGHU RAMA PANDA L7 | G Srinivas Rao L4 | lakshmi Engineering Works L2 | M/S CHANDRA ENGINEERS AND CONTRACTORS L6 | MURALI KRISHNA ASSOCIATES L9 | Prasad and Suresh Constructions L10 | GVR CONSTRUCTIONS L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in any type of soil complete all as specified and as directed. | 1,146 | Cum | 250 ₹2,86,500 | 310 ₹3,55,260 | 329 ₹3,77,034 | 259 ₹2,96,814 | 360 ₹4,12,560 | 350 ₹4,01,100 | 400 ₹4,58,400 | 180 ₹2,06,280 Lowest | 333 ₹3,81,618 | 266 ₹3,04,836 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. | 1,000 | Cum | 65 ₹65,000 | 120 ₹1,20,000 | 30 ₹30,000 Lowest | 169 ₹1,69,000 | 150 ₹1,50,000 | 70 ₹70,000 | 300 ₹3,00,000 | 72 ₹72,000 | 252 ₹2,52,000 | 114 ₹1,14,000 |
| 3.00 | Removal of excavated material [Soil] to a distance not exceeding 50M and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. | 146 | Cum | 80 ₹11,680 Lowest | 210 ₹30,660 | 200 ₹29,200 | 259 ₹37,814 | 300 ₹43,800 | 300 ₹43,800 | 450 ₹65,700 | 99 ₹14,454 | 207 ₹30,222 | 182 ₹26,572 |
| 4.00 | M&L for Horizontal directional drilling of holes under road, pavement, hard standing by trenchless technology with necessary equipment / machines and manpower without cutting / damaging the bitumen roads for drawing of MS pipe of size 150mm bore dia through holes complete all as specified and directed. | 100 | RM | 800 ₹80,000 Lowest | 1,800 ₹1,80,000 | 2,300 ₹2,30,000 | 2,599 ₹2,59,900 | 1,600 ₹1,60,000 | 2,500 ₹2,50,000 | 2,000 ₹2,00,000 | 900 ₹90,000 | 900 ₹90,000 | 1,800 ₹1,80,000 |
| 5.00 | Cutting 150mm dia MS ERW pipes in position without taking out for insertion of new tees, branches, etc complete all as specified and directed. | 3 | Each | 500 ₹1,500 | 1,650 ₹4,950 | 5,000 ₹15,000 | 457 ₹1,371 | 165 ₹495 Lowest | 4,000 ₹12,000 | 500 ₹1,500 | 4,500 ₹13,500 | 3,600 ₹10,800 | 1,000 ₹3,000 |
| 6.00 | M&L for ERW Pipe plain end as per IS:1239 Part-1 (2004), nominal bore 150 mm dia, heavy (C class) including cutting, welding and joining etc as per site requirement complete all as specified and directed by Engineer-in-Charge. Note: Quoted rate is deemed to be inclusive of necessary MS Flanges and flange joints wherever required as per site requirement and as directed by Engineer-in-Charge and nothing extra shall be applicable on this account. | 1,835 | RM | 2,095 ₹38,44,325 | 1,745 ₹32,02,075 | 2,150 ₹39,45,250 | 1,699 ₹31,17,665 | 1,600 ₹29,36,000 | 1,975 ₹36,24,125 | 1,450 ₹26,60,750 Lowest | 2,700 ₹49,54,500 | 2,682 ₹49,21,470 | 2,315 ₹42,48,025 |
| 7.00 | All as per above item No. 06 here-in-before but of size 100mm dia | 175 | RM | 1,600 ₹2,80,000 | 1,120 ₹1,96,000 | 1,450 ₹2,53,750 | 1,249 ₹2,18,575 | 1,000 ₹1,75,000 | 1,550 ₹2,71,250 | 980 ₹1,71,500 Lowest | 1,800 ₹3,15,000 | 1,827 ₹3,19,725 | 1,625 ₹2,84,375 |
| 8.00 | M&L for Yard hydrant Post / Stand Post 80mm Dia GI / MS /Carbon Steel flanged type 1.5m Height duly painted with PO red colour complete all as specified and directed | 49 | Each | 2,500 ₹1,22,500 Lowest | 15,000 ₹7,35,000 | 9,000 ₹4,41,000 | 25,999 ₹12,73,951 | 25,000 ₹12,25,000 | 3,500 ₹1,71,500 | 25,000 ₹12,25,000 | 6,372 ₹3,12,228 | 2,592 ₹1,27,008 | 13,750 ₹6,73,750 |
| 9.00 | Material and labour for Stainless steel Single Headed Oblique Type Hydrant Valve (Type 'A') with Cast Iron operating wheel, Inlet 80mm & Outlet 63mm Instantaneous, IS:5290, ABS Blank Cap complete all as specified and directed. | 49 | Each | 6,730 ₹3,29,770 | 5,650 ₹2,76,850 Lowest | 7,500 ₹3,67,500 | 7,999 ₹3,91,951 | 9,000 ₹4,41,000 | 6,000 ₹2,94,000 | 8,000 ₹3,92,000 | 8,316 ₹4,07,484 | 6,660 ₹3,26,340 | 7,100 ₹3,47,900 |
| 10.00 | S&F Gun metal fire brigade in let connection for connecting to external fire hydrant ring main consisting of two nos 63mm dia instantaneous type male coupling with built in check valves and 150mm dia, flanged outlet with all accessories complete all as specified and directed. | 3 | Each | 10,600 ₹31,800 | 5,800 ₹17,400 Lowest | 9,500 ₹28,500 | 6,199 ₹18,597 | 6,000 ₹18,000 | 7,300 ₹21,900 | 7,000 ₹21,000 | 7,788 ₹23,364 | 17,100 ₹51,300 | 8,150 ₹24,450 |
Tender Value
₹77 L
EMD Value
₹1.4 L
Closing Date
6 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Col Shinde SS, Commander Works Engineer
Commander Works Engineers, Station Road, Visakhapatnam - 530 004
PROVISION OF DEFICIENT FIRE MAIN SYSTEM TO STORE HOUSE AC-I AC-II AC-III R D SH MECH SH P-38 BUILDING AND POL STORE AT WEAPON EQUIPMENT DEPOT UNDER GE U-II, VISAKHAPATNAM
2025_MES_707947_1
82554/E8
Open Tender
Civil Works
Item Rate
180 days
Visakhapatnam
As per NIT
9 documents required · 9 mandatory
₹1,000
Garrison Engineer Utility - II
₹1.4 L
Yes
7 Oct 2025
4 Jul 2025
8 Aug 2025
4 Jul 2025
6 Aug 2025
30 Jul 2025
4 Jul 2025 - 11 Jul 2025
Amount
Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in any type of soil complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed.
Removal of excavated material [Soil] to a distance not exceeding 50M and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
M&L for Horizontal directional drilling of holes under road, pavement, hard standing by trenchless technology with necessary equipment / machines and manpower without cutting / damaging the bitumen roads for drawing of MS pipe of size 150mm bore dia through holes complete all as specified and directed.
Cutting 150mm dia MS ERW pipes in position without taking out for insertion of new tees, branches, etc complete all as specified and directed.
M&L for ERW Pipe plain end as per IS:1239 Part-1 (2004), nominal bore 150 mm dia, heavy (C class) including cutting, welding and joining etc as per site requirement complete all as specified and directed by Engineer-in-Charge. Note: Quoted rate is deemed to be inclusive of necessary MS Flanges and flange joints wherever required as per site requirement and as directed by Engineer-in-Charge and nothing extra shall be applicable on this account.
All as per above item No. 06 here-in-before but of size 100mm dia
M&L for Yard hydrant Post / Stand Post 80mm Dia GI / MS /Carbon Steel flanged type 1.5m Height duly painted with PO red colour complete all as specified and directed
Material and labour for Stainless steel Single Headed Oblique Type Hydrant Valve (Type 'A') with Cast Iron operating wheel, Inlet 80mm & Outlet 63mm Instantaneous, IS:5290, ABS Blank Cap complete all as specified and directed.
S&F Gun metal fire brigade in let connection for connecting to external fire hydrant ring main consisting of two nos 63mm dia instantaneous type male coupling with built in check valves and 150mm dia, flanged outlet with all accessories complete all as specified and directed.
S&F Gun metal fire brigade inlet connection (suction collecting head) consisting of four nos 63mm dia instantaneous type male coupling with built in check valves and 150mm dia sluice valve (one no 150mm dia NRV), and 150mm dia flanged outlet complete with all accessories complete all as specified and directed.
M&L for Fire Hose Box fabricated from 14 gauge CR sheet with double door, with full front glass inspection window and locking arrangement (Common Key Lock), duly painted with PO Red colour outside and white colour from inside (two coats of synthetic enamel paint), Size 30"X24"X10", 3mm thick Acrylic glass, (Suitable to accommodate 2 lengths of 15mtr, Hoses & 1 no. branch pipe with Nozzle) complete all as specified and directed.
M&L for Stainless Steel Short Branch pipe, with 63mm male instantaneous inlet, male threaded outlet, with 20mm bore hexagonal base nozzle, bearing IS:903 mark complete all as specified and directed.
M&L for ISI marked non-percolating flexible firefighting delivery hose of length 15 meters, synthetic fiber circular woven jacketed, bearing IS:636-2018, 63 mm dia, complete with stainless steel instantaneous male & female coupling (IS:903), and Copper Wire binding complete all as specified and directed.
M & L for Rolled Mild Steel work confirming to Fe 410-W, Grade-E- 250, Quality-A as in Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc complete, drilled for fixing of steel sheeting or other covering, Doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings [exclusive of steel sheeting or other covering, running rails and guides] and hanging, also fastening and fixing including painting with two coats of synthetic enamel paint of approved colour over a coat of red oxide primer complete all as specified and as directed.
M & L for PCC 1:3:6, Type C-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings, Hard standing etc complete all as specified and as directed.
M & L for rendering to brick / concrete surfaces, 10 mm thick in Cement Mortar 1:4, surfaces finished even and smooth without using extra cement complete all as specified and as directed.
S&F Cast Iron sluice valve of size 150mm dia bore, having pressure rating PN 1.6, double flanged, non-rising stainless steel spindle with iron wheel conforming to IS:14846-2000 with jointing material i.e. new rubber gasket, GI nuts, bolts & washers etc of suitable size complete all as specified and directed
All as per item No. 18.00 here-in-before but of size 100mm dia bore.
M&L for constructing valve chamber of internal dimensions 1mtr x1mtr x1.2 metres with 100 mm thick PCC (1:4:8 ) type D-2 for foundation, brick walls built in cement mortar (1:4 ), PCC 1:2:4 type B1 for coping , rendering in cement mortar 1:4 , 15 mm thick internally and on exposed surfaces externally up to 15 cm above GL. Bottom PCC floor of the pit should be minimum 30 cms below the bottom surface of sluice valve flange to provide sufficient working space. The sluice valve and other fittings should be housed in centre of the pit, the vertices of the pit should be in right angle and champhered .The top cover of the pit will be made out of 3mm thick MS sheet with angle iron frame made out of MS angle 50mm x 50 mm x 6 mm with MS hinges two Nos, and locking arrangements duly painted with two coats of water resistant synthetic enamelled paint over one coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. Note: Quoted rate shall deemed to be inclusive of excavation, earth work and RFR etc complete.
lakshmi Engineering Works (BID ID -3384799)
M/S SRI VENKATA BHAVANI CONSTRUCTIONS (BID ID -3383967)
G Srinivas Rao (BID ID -3384742)
CHAITANYA CONSTRUCTIONS (BID ID -3384105)
M/S CHANDRA ENGINEERS AND CONTRACTORS (BID ID -3384912)
RAGHU RAMA PANDA (BID ID -3384580)
GVR CONSTRUCTIONS (BID ID -3385062)
MURALI KRISHNA ASSOCIATES (BID ID -3384939)
Prasad and Suresh Constructions (BID ID -3384661)
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