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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.3 LAccepted-AOC MIG 1 12 GULLALAPALEM VUDA COLONY SRIHARIPURAM MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530011 | ₹83.3 L | L1 | Accepted-AOC Being Lowest Bidder |
| 2 | L2₹94.2 L+₹10.9 L (13.1%)Rejected-Finance D NO 35 14 13 1 R P PETA KANCHARAPALEM VISAKHAPATNAM 530 008 | VISAKHAPATANAM | ANDHRA PRADESH | 530008 | ₹94.2 L+₹10.9 L (13.1%) | L2 | Rejected-Finance Not Being Lowest Bidder |
| 3 | L3₹95.7 L+₹12.4 L (14.9%)Rejected-Finance 50 1 56 13 SURYA TOWERS ASR NAGAR SEETHAMMADHARA VISAKHAPATNAM 530 013 | VISAKHAPATANAM | ANDHRA PRADESH | 530013 | ₹95.7 L+₹12.4 L (14.9%) | L3 | Rejected-Finance Not Being Lowest Bidder |
| 4 | L4₹96.1 L+₹12.8 L (15.4%)Rejected-Finance 66 6 410 1 MULAGANDA HOUSING COLONY GAJUWAKA DEPOT VISAKHAPATNAM 530026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | ₹96.1 L+₹12.8 L (15.4%) | L4 | Rejected-Finance Not Being Lowest Bidder |
| 5 | L5₹97.9 L+₹14.6 L (17.6%)Rejected-Finance H NO 8 9 29 ASOKE NAGAR OLD GAJUWAKA VIZAG 530028 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530028 | ₹97.9 L+₹14.6 L (17.6%) | L5 | Rejected-Finance Not Being Lowest Bidder |
| Sl No | Description | Qty | Unit | K RAMAKRISHNA RAJU L9 | CHAITANYA CONSTRUCTIONS L8 | eldi techs L7 | M/S CHANDRA ENGINEERS AND CONTRACTORS L2 | lakshmi Engineering Works L5 | SRI SURYA PROJECTS L6 | SAI KRISHNA ASSOCIATES L3 | GVR CONSTRUCTIONS L4 | S A R CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Taking down old unserviceable existing CI/MS water mains including fittings of size 200mm dia complete all as specified and as directed. | 1,100 | Rm | 80 ₹88,000 | 459 ₹5,04,900 | 200 ₹2,20,000 | 60 ₹66,000 Lowest | 110 ₹1,21,000 | 250 ₹2,75,000 | 70 ₹77,000 | 61 ₹67,100 | 80 ₹88,000 |
| 2.00 | Taking down old unserviceable existing CI/MS water mains including fittings of size 150mm dia complete all as specified and as directed. | 450 | Rm | 70 ₹31,500 | 369 ₹1,66,050 | 125 ₹56,250 | 50 ₹22,500 Lowest | 100 ₹45,000 | 200 ₹90,000 | 70 ₹31,500 | 52 ₹23,400 | 70 ₹31,500 |
| 3.00 | Taking down old unserviceable existing CI/MS water mains including fittings of size 100mm dia complete all as specified and as directed. | 600 | Rm | 60 ₹36,000 | 225 ₹1,35,000 | 75 ₹45,000 | 40 ₹24,000 Lowest | 80 ₹48,000 | 100 ₹60,000 | 60 ₹36,000 | 42 ₹25,200 | 60 ₹36,000 |
| 4.00 | 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. | 1,732 | Cum | 250 ₹4,33,000 Lowest | 369 ₹6,39,108 | 260 ₹4,50,320 | 380 ₹6,58,160 | 320 ₹5,54,240 | 280 ₹4,84,960 | 250 ₹4,33,000 Lowest | 276 ₹4,78,032 | 250 ₹4,33,000 Lowest |
| 5.00 | 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. | 1,536 | Cum | 70 ₹1,07,520 | 35 ₹53,760 Lowest | 90 ₹1,38,240 | 140 ₹2,15,040 | 70 ₹1,07,520 | 100 ₹1,53,600 | 40 ₹61,440 | 68 ₹1,04,448 | 100 ₹1,53,600 |
| 6.00 | 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. | 196 | Cum | 300 ₹58,800 | 100 ₹19,600 Lowest | 135 ₹26,460 | 320 ₹62,720 | 300 ₹58,800 | 120 ₹23,520 | 150 ₹29,400 | 164 ₹32,144 | 220 ₹43,120 |
| 7.00 | 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 upto 200mm bore dia through holes complete all as specified and directed. | 100 | Rm | 3,000 ₹3,00,000 | 2,500 ₹2,50,000 | 3,200 ₹3,20,000 | 2,500 ₹2,50,000 | 880 ₹88,000 Lowest | 2,900 ₹2,90,000 | 1,200 ₹1,20,000 | 2,000 ₹2,00,000 | 1,150 ₹1,15,000 |
| 8.00 | Material and labour for M.S. ERW Pipe plain end as per IS:3589 GR.330, nominal bore 200 mm dia, pipe thickness 6.0mm including cutting, welding, and joining etc as per site requirement complete all as specified and directed by Engineer-in-Charge.
Notes :
(i) The pipes laid underground buried in the soil shall have protection against corrosion by means of coating & wrapping as per IS: 10221 and above ground pipes shall be coated with one coat of red oxide primer and 2 (two) coats of synthetic enamel of 'Fire Red' colour and the cost of the same is deemed to be included in the quoted rates and nothing extra shall be applicable on this account.
(ii) Quoted rates are 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. | 1,538 | Rm | 3,500 ₹53,83,000 | 3,200 ₹49,21,600 | 2,920 ₹44,90,960 | 2,700 ₹41,52,600 Lowest | 3,250 ₹49,98,500 | 2,900 ₹44,60,200 | 3,200 ₹49,21,600 | 3,150 ₹48,44,700 | 2,780 ₹42,75,640 |
| 9.00 | Material and labour for M.S. 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.
Notes :
(i) The pipes laid underground buried in the soil shall have protection against corrosion by means of coating & wrapping as per IS: 10221 and above ground pipes shall be coated with one coat of red oxide primer and 2 (two) coats of synthetic enamel of 'Fire Red' colour and the cost of the same is deemed to be included in the quoted rates and nothing extra shall be applicable on this account.
(ii) Quoted rates are 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. | 641 | Rm | 2,500 ₹16,02,500 | 2,150 ₹13,78,150 | 1,850 ₹11,85,850 | 1,800 ₹11,53,800 | 1,950 ₹12,49,950 | 1,950 ₹12,49,950 | 2,070 ₹13,26,870 | 2,025 ₹12,98,025 | 1,720 ₹11,02,520 Lowest |
| 10.00 | All as per above item No. 9 here-in-before but of size 100mm dia | 807 | Rm | 1,500 ₹12,10,500 | 1,500 ₹12,10,500 | 1,450 ₹11,70,150 | 1,400 ₹11,29,800 | 1,377 ₹11,11,239 | 1,300 ₹10,49,100 | 1,550 ₹12,50,850 | 1,510 ₹12,18,570 | 1,150 ₹9,28,050 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹2.0 L
Closing Date
22 Oct 2025, 6:00 pmClosed
Col Shinde SS
Commander Works Engineers, Station Road, Visakhapatnam - 530 004
SPECIAL REPAIRS OF FIRE FIGHTING DISTRIBUTION LINES AND FIRE FIGHTING ITEMS AT MO V UNDER AGE EM NO I OF GE U II VISAKHAPATNAM
2025_MES_731112_1
82590/E8
Open Tender
Civil Works
Item Rate
180 days
Visakhapatnam
AS PER NIT
9 documents required · 9 mandatory
₹1,000
GE UTILITY II
₹2.0 L
Yes
22 Dec 2025
16 Sept 2025
24 Oct 2025
16 Sept 2025
22 Oct 2025
15 Oct 2025
16 Sept 2025 - 30 Sept 2025
Amount
Taking down old unserviceable existing CI/MS water mains including fittings of size 200mm dia complete all as specified and as directed.
Taking down old unserviceable existing CI/MS water mains including fittings of size 150mm dia complete all as specified and as directed.
Taking down old unserviceable existing CI/MS water mains including fittings of size 100mm dia complete all as specified and as directed.
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 upto 200mm bore dia through holes complete all as specified and directed.
Material and labour for M.S. ERW Pipe plain end as per IS:3589 GR.330, nominal bore 200 mm dia, pipe thickness 6.0mm including cutting, welding, and joining etc as per site requirement complete all as specified and directed by Engineer-in-Charge. Notes : (i) The pipes laid underground buried in the soil shall have protection against corrosion by means of coating & wrapping as per IS: 10221 and above ground pipes shall be coated with one coat of red oxide primer and 2 (two) coats of synthetic enamel of 'Fire Red' colour and the cost of the same is deemed to be included in the quoted rates and nothing extra shall be applicable on this account. (ii) Quoted rates are 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.
Material and labour for M.S. 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. Notes : (i) The pipes laid underground buried in the soil shall have protection against corrosion by means of coating & wrapping as per IS: 10221 and above ground pipes shall be coated with one coat of red oxide primer and 2 (two) coats of synthetic enamel of 'Fire Red' colour and the cost of the same is deemed to be included in the quoted rates and nothing extra shall be applicable on this account. (ii) Quoted rates are 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. 9 here-in-before but of size 100mm dia
Material and labour for Yard hydrant Post / Stand Post 80mm Dia GI / MS / Carbon steel both flanged type 1.5m Height (above GL)duly painted with one coat of red oxide primer and 2 (two) coats of synthetic enamel of 'Fire 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.
Material and labour for Framed work with Fe 410 -W (Gde E- 250) quality A 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 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 200mm 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 including including taking down existing unserviceable sluice Valve of size 200mm dia complete all as specified and directed
All as per item No. 21.00 here-in-before but of size 150mm dia bore.
All as per item No. 21.00 here-in-before but of size 100mm dia bore.
All as per item No. 21.00 here-in-before but of size 50mm dia bore.
S & F Cast Iron Non Return Valve (NRV) 100mm NB with flanged ends swing type/ball type as per site requirement including taking down existing NRV valve of dia 100 mm complete all as specified and as directed.
S & F Cast Iron double orifice kinetic air valve ISI marked IS:14845 type DK with stainless steel floats in PN1.6 flanged end of size 100mm dia bore including taking down existing air valve of 100mm dia complete all as specified and as directed.
All as per item No. 26.00 here-in-before but of size 80mm dia bore.
All as per item No. 26.00 here-in-before but of size 50mm 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.
M/S CHANDRA ENGINEERS AND CONTRACTORS (BID ID -3457107)
SAI KRISHNA ASSOCIATES (BID ID -3457210)
GVR CONSTRUCTIONS (BID ID -3456820)
lakshmi Engineering Works (BID ID -3457166)
SRI SURYA PROJECTS (BID ID -3457180)
eldi techs (BID ID -3456957)
CHAITANYA CONSTRUCTIONS (BID ID -3456612)
K RAMAKRISHNA RAJU (BID ID -3454419)
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