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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.2 LAccepted-AOC D NO 71 31 96 6 ASRR COLONY MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | L1 | Accepted-AOC Being Lowest bidder | |
| 2 | L2₹43.4 L+₹8.4 L (24.0%)Rejected-Finance FLAT NO B 309 SAI RESIDENCY TCI CHOWK GOPOPALI SUNDERGARH ROURKELA ODISHA 769 004 | ROURKELA | SUNDERGARH | ODISHA | 769004 | L2 | Rejected-Finance NOT BEING LOWEST BIDDER | |
| 3 | L3₹43.7 L+₹8.7 L (24.9%)Rejected-Finance | L3 | Rejected-Finance NOT BEING LOWEST BIDDER | |
| 4 | L4₹44.4 L+₹9.4 L (26.8%)Rejected-Finance | L4 | Rejected-Finance NOT BEING LOWEST BIDDER | |
| 5 | L5₹47.8 L+₹12.8 L (36.6%)Rejected-Finance | L5 | Rejected-Finance NOT BEING LOWEST BIDDER |
| Sl No | Description | Qty | Unit | M/s UMAMANI CONSTRUCTIONS L2 | SANTOSH CONSTRUCTIONS L11 | RATNA ENTERPRISES L5 | M/S SRI VENKATA BHAVANI CONSTRUCTIONS L6 | AYYAPPA CONSTRUCTIONS L8 | M/s Saptagiri constructions L10 | SRI RAJA RAJESWARI ENTERPRISES L1 | SRI LAKSHMI ENGINEERING ENTERPRISES L3 | M/s KAMADHENU ENGINEERING CONSTRUCTIONS L7 | JMR INFRAS L4 | GVR CONSTRUCTIONS L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Note for strict compliance and The quoted rate shall be inclusive of the following :- (i) The work to be executed at Nausena Bagh Hill hilly terrain having thick vegetation, plants, trees, land undulations etc. Hence, the quoted rate shall deemed to be inclusive of the same and nothing extra shall be admissible on this account. (ii) Quoted rate shall deemed to be inclusive of cost of ground clearance such as cutting and clearing of bushes, vegetation etc for laying of pipe lines complete and nothing extra shall be admissible on this account. (iii) The pipe lines to be re-routed is a main pumping line from Booster pump house to Nausena Bagh area and Nausena Bagh to Dolphin Hill. Hence, the work needs to be carried out by technically competent workmen under the supervision of a competent engineer having experience in execution water supply pumping lines. The rate quoted shall deemed to be inclusive of the same and nothing extra shall be admissible on this account. (iv) Whole Nausena Bagh area residential and OTM accommodation is dependent on this pumping line for daily water supply requirement, hence new pipe line to be laid and connected first and then the old pipe line to be removed next to avoid water supply disruptions to the Nausena Bagh area. If, for any reasons, the water supply is disturbed for more than 06 (six) hours, penal recovery of Rs. 5000/- per hour shall be recovered from contractor's dues. Hence, the quoted rate shall deemed to be inclusive of the same and nothing extra shall be admissible on this account. (v) Thrust blocks to hold the pressure line to be constructed as directed by Engineer-in-Charge which shall be measured and paid separately under relevant items of BOQ. | ||||||||||||||
| 2.00 | 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 pipes etc, complete all as specified and directed by Engineer-in-Charge. | 350 | CuM | 330 ₹1,15,500 | 500 ₹1,75,000 | 555 ₹1,94,250 | 500 ₹1,75,000 | 410 ₹1,43,500 | 455 ₹1,59,250 | 300 ₹1,05,000 Lowest | 333 ₹1,16,550 | 333 ₹1,16,550 | 350 ₹1,22,500 | 325 ₹1,13,750 |
| 3.00 | 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. | 330 | CuM | 210 ₹69,300 | 200 ₹66,000 | 155 ₹51,150 | 150 ₹49,500 | 115 ₹37,950 Lowest | 165 ₹54,450 | 180 ₹59,400 | 150 ₹49,500 | 222 ₹73,260 | 145 ₹47,850 | 165 ₹54,450 |
| 4.00 | 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. | 20 | CuM | 250 ₹5,000 | 150 ₹3,000 Lowest | 600 ₹12,000 | 650 ₹13,000 | 300 ₹6,000 | 500 ₹10,000 | 200 ₹4,000 | 444 ₹8,880 | 555 ₹11,100 | 400 ₹8,000 | 222 ₹4,440 |
| 5.00 | M & L for Cutting 300mm dia CI/DI/MS pipes in position for insertion of new tees, branches, etc complete all as specified and directed by Engineer-in-Charge. | 2 | Each | 16,000 ₹32,000 | 10,000 ₹20,000 | 2,350 ₹4,700 | 2,500 ₹5,000 | 2,000 ₹4,000 | 2,000 ₹4,000 | 12,000 ₹24,000 | 2,000 ₹4,000 | 2,222 ₹4,444 | 1,600 ₹3,200 Lowest | 10,000 ₹20,000 |
| 6.00 | M & L for Cutting 250mm dia CI/DI/MS pipes in position for insertion of new tees, branches, etc complete all as specified and directed by Engineer-in-Charge. | 2 | Each | 13,000 ₹26,000 | 8,000 ₹16,000 | 2,120 ₹4,240 | 2,000 ₹4,000 | 1,600 ₹3,200 | 1,800 ₹3,600 | 10,000 ₹20,000 | 1,850 ₹3,700 | 2,022 ₹4,044 | 1,500 ₹3,000 Lowest | 8,000 ₹16,000 |
| 7.00 | M & L for Cutting 100 mm dia CI/DI/MS pipes in position for insertion of new tees, branches, etc complete all as specified and directed by Engineer-in-Charge. | 2 | Each | 11,000 ₹22,000 | 6,000 ₹12,000 | 1,650 ₹3,300 | 1,800 ₹3,600 | 1,400 ₹2,800 Lowest | 1,750 ₹3,500 | 8,000 ₹16,000 | 1,650 ₹3,300 | 1,919 ₹3,838 | 1,400 ₹2,800 Lowest | 7,000 ₹14,000 |
| 8.00 | Dismantling rubber gasket joints of spigot and socket CI/DI pipes of 300mm dia complete all as specified and directed by Engineer-in-Charge. | 8 | Each | 8,000 ₹64,000 | 2,000 ₹16,000 | 200 ₹1,600 | 250 ₹2,000 | 200 ₹1,600 | 222 ₹1,776 | 280 ₹2,240 | 199 ₹1,592 | 199 ₹1,592 | 150 ₹1,200 Lowest | 4,000 ₹32,000 |
| 9.00 | Dismantling rubber gasket joints of spigot and socket CI/DI pipes of 250mm dia complete all as specified and directed by Engineer-in-Charge. | 10 | Each | 6,500 ₹65,000 | 1,000 ₹10,000 | 180 ₹1,800 | 200 ₹2,000 | 165 ₹1,650 | 188 ₹1,880 | 260 ₹2,600 | 188 ₹1,880 | 166 ₹1,660 | 150 ₹1,500 Lowest | 3,000 ₹30,000 |
| 10.00 | Dismantling rubber gasket joints of spigot and socket CI/DI pipes of 100mm dia complete all as specified and directed by Engineer-in-Charge. | 8 | Each | 6,000 ₹48,000 | 800 ₹6,400 | 165 ₹1,320 | 150 ₹1,200 | 140 ₹1,120 Lowest | 190 ₹1,520 | 250 ₹2,000 | 150 ₹1,200 | 155 ₹1,240 | 150 ₹1,200 | 2,000 ₹16,000 |
Tender Value
₹44.5 L
EMD Value
₹89,000
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
AS and AS AND SPECIAL REPAIRS TO CI/DI PIPE LINE AT NAUSENA BAUGH VISAKHAPATNAM UNDER GE(U-II) VISAKHAPATNAM
2026_MES_750495_1
8127(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
₹89,000
Yes
6 Apr 2026
30 Jan 2026
20 Feb 2026
30 Jan 2026
19 Feb 2026
14 Feb 2026
Note for strict compliance and The quoted rate shall be inclusive of the following :- (i) The work to be executed at Nausena Bagh Hill hilly terrain having thick vegetation, plants, trees, land undulations etc. Hence, the quoted rate shall deemed to be inclusive of the same and nothing extra shall be admissible on this account. (ii) Quoted rate shall deemed to be inclusive of cost of ground clearance such as cutting and clearing of bushes, vegetation etc for laying of pipe lines complete and nothing extra shall be admissible on this account. (iii) The pipe lines to be re-routed is a main pumping line from Booster pump house to Nausena Bagh area and Nausena Bagh to Dolphin Hill. Hence, the work needs to be carried out by technically competent workmen under the supervision of a competent engineer having experience in execution water supply pumping lines. The rate quoted shall deemed to be inclusive of the same and nothing extra shall be admissible on this account. (iv) Whole Nausena Bagh area residential and OTM accommodation is dependent on this pumping line for daily water supply requirement, hence new pipe line to be laid and connected first and then the old pipe line to be removed next to avoid water supply disruptions to the Nausena Bagh area. If, for any reasons, the water supply is disturbed for more than 06 (six) hours, penal recovery of Rs. 5000/- per hour shall be recovered from contractor's dues. Hence, the quoted rate shall deemed to be inclusive of the same and nothing extra shall be admissible on this account. (v) Thrust blocks to hold the pressure line to be constructed as directed by Engineer-in-Charge which shall be measured and paid separately under relevant items of BOQ.
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 pipes 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.
M & L for Cutting 300mm dia CI/DI/MS pipes in position for insertion of new tees, branches, etc complete all as specified and directed by Engineer-in-Charge.
M & L for Cutting 250mm dia CI/DI/MS pipes in position for insertion of new tees, branches, etc complete all as specified and directed by Engineer-in-Charge.
M & L for Cutting 100 mm dia CI/DI/MS pipes in position for insertion of new tees, branches, etc complete all as specified and directed by Engineer-in-Charge.
Dismantling rubber gasket joints of spigot and socket CI/DI pipes of 300mm dia complete all as specified and directed by Engineer-in-Charge.
Dismantling rubber gasket joints of spigot and socket CI/DI pipes of 250mm dia complete all as specified and directed by Engineer-in-Charge.
Dismantling rubber gasket joints of spigot and socket CI/DI pipes of 100mm dia complete all as specified and directed by Engineer-in-Charge.
Taking up 300mm dia CI/DI/MS water mains (including all fittings), with spigot and socket ends and joints etc from trenches for taking credit complete all as specified and directed by Engineer-in-Charge.
Taking up 250mm dia CI/DI/MS water mains (including all fittings), with spigot and socket ends and joints etc from trenches for taking credit complete all as specified and directed by Engineer-in-Charge.
Taking up 100mm dia CI/DI/MS water mains (including all fittings), with spigot and socket ends and joints etc from trenches for taking credit complete all as specified and directed by Engineer-in-Charge.
Material and Labour for 300mm dia, class K-9, 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 including testing and all as specified and directed by Engineer-in-Charge.
Material and Labour for 250mm dia, class K-9, 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 including testing and all as specified and directed by Engineer-in-Charge.
Material and Labour for 100mm dia, class K-9, 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 including testing and all as specified and directed by Engineer-in-Charge.
Material and Labour for CI / DI fittings suitable for CI / DI spigot and socketed pipe of size 100mm to 300mm bore and any type such as 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.
Material and labour for M.S. ERW Pipe P/E as Per IS:3589 Gr. 330, nominal bore 300 mm dia, wall thickness 6.0 mm with all fittings including cutting, welding and joining as per site requirement and applying two coats of synthetic enamel paint of approved colour over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.
Material and labour for M.S. ERW Pipe P/E as Per IS:3589 Gr. 330, nominal bore 250 mm dia, wall thickness 6.0 mm with all fittings including cutting, welding and joining as per site requirement and applying two coats of synthetic enamel paint of approved colour over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.
Material and labour for M.S. ERW Pipe P/E as Per IS:3589 Gr. 330, nominal bore 100 mm dia, wall thickness 6.0 mm with all fittings including cutting, welding and joining as per site requirement and applying two coats of synthetic enamel paint of approved colour over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.
Supply and fix in repair CI non return valve of 300mm dia sizes with by pass arrangement and necessary rubber gasket, nuts, bolts, and washers etc., complete all as specified and directed .
Supply and fix in repair CI non return valve of 250mm dia sizes with by pass arrangement and necessary rubber gasket, nuts, bolts, and washers etc., complete all as specified and directed .
Supply and fixing in repair cast iron air release valve with two air outlets, 80 mm dia bore with isolating sluice valve and fixing up in water supply mains including necessary addition / alternation to DI pipe 250/300 mm dia bore with all necesary fittings complete all as specified and as directed.
Supply and fix CI sluice valves, of size 300 mm dia, PN 1.6, conforming to IS -14846 Flanged end complete with iron wheel head and stainless steel spindle including flanged joints nuts, bolts washers and rubber gasket etc. complete all as specified and directed.
Supply and fix CI sluice valves, of size 200 mm dia, PN 1.6, conforming to IS -14846 Flanged end complete with iron wheel head and stainless steel spindle including flanged joints nuts, bolts washers and rubber gasket etc. complete all as specified and directed.
Supply and fix CI sluice valves, of size 100 mm dia, PN 1.6, conforming to IS -14846 Flanged end complete with iron wheel head and stainless steel spindle including flanged joints nuts, bolts washers and rubber gasket etc. complete all as specified and directed.
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.
Material and labour for constructing valve chamber of internal dimensions 1mtr x1mtr x1.2 mtrs 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 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 will 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 primercomplete all as specified and directed by Engineer-in-Charge.
SCHEDULE OF CREDIT Note :- Amount of Rs. 81,750.00 indicated in Tender Documents as Schedule of Credit shall be deducted from the total quoted amount of BOQ.
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