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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.2 LAccepted-AOC FLAT NO B 309 SAI RESIDENCY TCI CHOWK GOPOPALI SUNDERGARH ROURKELA ODISHA 769 004 | ROURKELA | SUNDERGARH | ODISHA | 769004 | ₹37.2 L Quoted ₹41.5 L | L1 | Accepted-AOC Being lowest bidder |
| 2 | L2₹48.3 L+₹6.9 L (16.5%)Rejected-Finance | ₹48.3 L+₹6.9 L (16.5%) | L2 | Rejected-Finance Not being lowest bidder |
| 3 | L3₹48.9 L+₹7.4 L (18.0%)Rejected-Finance | ₹48.9 L+₹7.4 L (18.0%) | L3 | Rejected-Finance Not being lowest bidder |
| 4 | L4₹49.4 L+₹8.0 L (19.2%)Rejected-Finance DOOR NO 10 89 BC COLONY PAPAYYARAJUPALEM SUJATHANAGAR VISAKHAPATNAM 530 051 | VISAKHAPATANAM | ANDHRA PRADESH | 530051 | ₹49.4 L+₹8.0 L (19.2%) | L4 | Rejected-Finance Not being lowest bidder |
| 5 | L5₹49.8 L+₹8.3 L (20.0%)Rejected-Finance DOOR NO 10 38 21 A RAMNAGAR VISAKHAPATNAM 530 002 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530002 | ₹49.8 L+₹8.3 L (20.0%) | L5 | Rejected-Finance Not being lowest bidder |
| Sl No | Description | Qty | Unit | M/s UMAMANI CONSTRUCTIONS L1 | M/S SRI VENKATA BHAVANI CONSTRUCTIONS L9 | M/s Saptagiri constructions L5 | RATNA ENTERPRISES L7 | M/S CHANDRA ENGINEERS AND CONTRACTORS L8 | SAI INFRAS L2 | M/s KAMADHENU ENGINEERING CONSTRUCTIONS L4 | M/S AAYUSH ENGINEERING&COMPANY L6 | Y RAMESH L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep and getting out in any type soil for laying of pipe lines etc, complete all as specified and directed by Engineer-in-Charge. | 700 | CuM | 280 ₹1,96,000 | 400 ₹2,80,000 | 465 ₹3,25,500 | 350 ₹2,45,000 | 470 ₹3,29,000 | 450 ₹3,15,000 | 463 ₹3,24,100 | 200 ₹1,40,000 Lowest | 459 ₹3,21,300 |
| 2.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm, complete all as specified and directed by Engineer-in-Charge. | 600 | CuM | 180 ₹1,08,000 | 150 ₹90,000 | 111 ₹66,600 | 220 ₹1,32,000 | 120 ₹72,000 | 100 ₹60,000 | 109 ₹65,400 | 50 ₹30,000 Lowest | 105 ₹63,000 |
| 3.00 | Removing excavated material to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge. | 100 | CuM | 210 ₹21,000 | 250 ₹25,000 | 329 ₹32,900 | 150 ₹15,000 | 311 ₹31,100 | 300 ₹30,000 | 326 ₹32,600 | 50 ₹5,000 Lowest | 320 ₹32,000 |
| 4.00 | Material and labour for cutting of existing bitumen road / CC road / PCC hard standing up to 15 cm depth for laying of pipe lines and making good the disturbed surfaces by providing PCC 1:2:4 type B-1 (using 20mm graded aggregate) after laying of pipes lines and returning filling of soil, complete all as specified and directed.
Note:- Excavation and earth work below road / hard standing thickness shall be measured and paid under relevant items. | 25 | SqM | 750 ₹18,750 | 1,000 ₹25,000 | 671 ₹16,775 | 1,200 ₹30,000 | 685 ₹17,125 | 650 ₹16,250 | 668 ₹16,700 | 550 ₹13,750 Lowest | 660 ₹16,500 |
| 5.00 | Taking up CI / GI water mains of size 100 mm dia (including all fittings) for taking credit, complete all as specified and directed. | 2,000 | RM | 80 ₹1,60,000 | 100 ₹2,00,000 | 71 ₹1,42,000 | 120 ₹2,40,000 | 77 ₹1,54,000 | 60 ₹1,20,000 | 69 ₹1,38,000 | 20 ₹40,000 Lowest | 64 ₹1,28,000 |
| 6.00 | Taking up or down steel tubing and connections of size 80 mm dia for taking credit, complete all as specified and directed. | 498 | RM | 60 ₹29,880 | 135 ₹67,230 | 131 ₹65,238 | 160 ₹79,680 | 140 ₹69,720 | 120 ₹59,760 | 129 ₹64,242 | 15 ₹7,470 Lowest | 125 ₹62,250 |
| 7.00 | Taking up or down steel tubing and connections of size 50 mm dia for taking credit, complete all as specified and directed. | 1,072 | RM | 56 ₹60,032 | 80 ₹85,760 | 77 ₹82,544 | 110 ₹1,17,920 | 85 ₹91,120 | 65 ₹69,680 | 74 ₹79,328 | 10 ₹10,720 Lowest | 68 ₹72,896 |
| 8.00 | Supplying, laying, jointing, testing and commissioning of 100mm dia, class K-7, Ductile iron pipe (Conforming to IS: 8329-2000), Centrifugally Cast (Spun) Pressure Pipe with Socket and Spigot ends suitable for Push-on-Joint including jointing material, duly applied with Zinc Coating with finishing layer of Bitumen on external surfaces and Cement Motor Lining with Bituminous Seal Coat on internal surfaces complete all as specified and as directed by Engineer-in-Charge. | 2,000 | RM | 1,170 ₹23,40,000 Lowest | 1,260 ₹25,20,000 | 1,243 ₹24,86,000 | 1,180 ₹23,60,000 | 1,259 ₹25,18,000 | 1,230 ₹24,60,000 | 1,240 ₹24,80,000 | 1,650 ₹33,00,000 | 1,235 ₹24,70,000 |
| 9.00 | Material and Labour for DI fittings suitable for DI spigot and socketed pipe of size up to 150 mm bore and any type such as MJ Collar, Bends (any type, radius and angle), tapers any type (straight, bend, increasing, decreasing or double socket etc), Tee pieces (single branch, "Y" junction, double branch, cross etc), collars, caps and plugs etc, complete all as specified and directed by Engineer-in-Charge. | 500 | Kg | 160 ₹80,000 | 365 ₹1,82,500 | 339 ₹1,69,500 | 420 ₹2,10,000 | 350 ₹1,75,000 | 300 ₹1,50,000 | 320 ₹1,60,000 | 130 ₹65,000 Lowest | 315 ₹1,57,500 |
| 10.00 | Supplying, laying, jointing, testing and commissioning of 80 mm dia, medium grade galvanized iron (GI) pipes conforming to IS:1239 Part-I (2004), including all fittings such as bends, tees, reducers, sockets, unions, nipples, clamps and supports, with threaded joints using approved sealing material, complete with cutting, threading, alignment, fixing in position, laid in trenches / fixed to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-Charge. | 498 | RM | 623 ₹3,10,254 Lowest | 1,000 ₹4,98,000 | 1,066 ₹5,30,868 | 900 ₹4,48,200 | 1,080 ₹5,37,840 | 1,050 ₹5,22,900 | 1,063 ₹5,29,374 | 1,050 ₹5,22,900 | 1,055 ₹5,25,390 |
Tender Value
₹42.5 L
EMD Value
₹85,000
Closing Date
19 Feb 2026, 6:00 pmClosed
Garrison Engineer Utility-II Visakhapatnam
Garrison Engineer Utility-II 104 Area Industrial Estate Post Visakhapatnam -530 007
SPECIAL REPAIRS FOR REPLACEMENT OF OLD RUSTED CI/GI PIPES WITH DI PIPES AND ALLIED WORKS AT DOLPHIN NOSE UNDER GE (U-II) VISAKHAPATNAM
2026_MES_750489_1
8135(A)
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
Garrison Engineer Utility-II Visakhapatnam
As per NIT Conditions
7 documents required · 7 mandatory
₹500
Yes
Garrison Engineer Utility-II
₹85,000
Yes
14 Mar 2026
30 Jan 2026
20 Feb 2026
30 Jan 2026
19 Feb 2026
14 Feb 2026
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep and getting out in any type soil for laying of pipe lines etc, complete all as specified and directed by Engineer-in-Charge.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm, complete all as specified and directed by Engineer-in-Charge.
Removing excavated material to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.
Material and labour for cutting of existing bitumen road / CC road / PCC hard standing up to 15 cm depth for laying of pipe lines and making good the disturbed surfaces by providing PCC 1:2:4 type B-1 (using 20mm graded aggregate) after laying of pipes lines and returning filling of soil, complete all as specified and directed. Note:- Excavation and earth work below road / hard standing thickness shall be measured and paid under relevant items.
Taking up CI / GI water mains of size 100 mm dia (including all fittings) for taking credit, complete all as specified and directed.
Taking up or down steel tubing and connections of size 80 mm dia for taking credit, complete all as specified and directed.
Taking up or down steel tubing and connections of size 50 mm dia for taking credit, complete all as specified and directed.
Supplying, laying, jointing, testing and commissioning of 100mm dia, class K-7, Ductile iron pipe (Conforming to IS: 8329-2000), Centrifugally Cast (Spun) Pressure Pipe with Socket and Spigot ends suitable for Push-on-Joint including jointing material, duly applied with Zinc Coating with finishing layer of Bitumen on external surfaces and Cement Motor Lining with Bituminous Seal Coat on internal surfaces complete all as specified and as directed by Engineer-in-Charge.
Material and Labour for DI fittings suitable for DI spigot and socketed pipe of size up to 150 mm bore and any type such as MJ Collar, Bends (any type, radius and angle), tapers any type (straight, bend, increasing, decreasing or double socket etc), Tee pieces (single branch, "Y" junction, double branch, cross etc), collars, caps and plugs etc, complete all as specified and directed by Engineer-in-Charge.
Supplying, laying, jointing, testing and commissioning of 80 mm dia, medium grade galvanized iron (GI) pipes conforming to IS:1239 Part-I (2004), including all fittings such as bends, tees, reducers, sockets, unions, nipples, clamps and supports, with threaded joints using approved sealing material, complete with cutting, threading, alignment, fixing in position, laid in trenches / fixed to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-Charge.
Supplying, laying, jointing, testing and commissioning of 50mm dia medium grade galvanized iron (GI) pipes conforming to IS:1239 Part-I (2004), including all fittings such as bends, tees, reducers, sockets, unions, nipples, clamps and supports, with threaded joints using approved sealing material, complete with cutting, threading, alignment, fixing in position, laid in trenches / fixed to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-Charge.
Supply and fix Cast Iron Sluice Valve of size 100mm nominal bore, PN 1.6, as per IS : 14846 with flanged ends, hand wheel operated, stainless steel stem including necessary packing material, GI bolts, nuts and washers etc including taking out old existing sluice valve of any description complete all as specified and directed by Engineer-in-Charge.
Supply and fix Cast Iron double orifice kinetic air valve with SS floats of size 50mm ISI marked IS:14845 Type DK in PN 1.0 flanged ends with isolating sluice valve ISI marked including taking out old existing air valve of any description complete all as specified and directed by Engineer-in-Charge.
Supply and fix Gun-metal, gate valves, with iron wheel head, screwed both ends for iron pipe of size 80mm nominal bore including taking out old existing gate valve complete all as specified and directed by Enginee-in-Charge.
Supply and fix Gun-metal, gate valves, with iron wheel head, screwed both ends for iron pipe of size 50mm nominal bore including taking out old existing gate valve complete all as specified and directed by Enginee-in-Charge.
Material and labour for constructing valve chamber of internal dimensions 1mtr x1mtr x1.2 meters 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, 10 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 Air release valve flange to provide sufficient working space. The Air release valve and other fittings should be housed in center of the pit, the vertices of the pit should be in right angle and champhered .The top cover of the pit shall be made out of 3mm 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 enameled paint over one coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.
Material and labour for brick masonry with sub class B bricks, straight or curved on plan exc 6m mean radius in cement mortar 1:6 complete as in thrust / support blocks for water pipe lines complete all as specified and directed by Engineer-in-Charge.
Material and labour for rendering 10mm thick cement plaster 1:6 on fair faces of brick work or concrete surfaces finished even and smooth (with out using extra cement) complete all as specified and directed by Engineer-in-Charge.
Material and Labour for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in coping with necessary form work etc complete all as specified and directed by Engineer-in-Charge.
SCHEDULE OF CREDIT Note :- Amount of Rs. 4,21,670.00 indicated in Tender Documents as Schedule of Credit shall be deducted from the total quoted amount of BOQ.
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