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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC Lowest Bid Accepted |
| 2 | L2₹1.1 Cr+₹4.7 L (4.32%)Rejected-Finance | ₹1.1 Cr+₹4.7 L (4.32%) | L2 | Rejected-Finance Not Being Lowest Bidder |
| 3 | L3₹1.2 Cr+₹8.4 L (7.75%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | ₹1.2 Cr+₹8.4 L (7.75%) | L3 | Rejected-Finance Not Being Lowest Bidder |
| 4 | L4₹1.2 Cr+₹15.7 L (14.5%)Rejected-Finance | ₹1.2 Cr+₹15.7 L (14.5%) | L4 | Rejected-Finance Not Being Lowest Bidder |
| 5 | L5₹1.3 Cr+₹22.1 L (20.4%)Rejected-Finance MIG 330 MADHAVADHARA VUDA COLONY VISAKHAPATNAM 530 018 | VISAKHAPATANAM | ANDHRA PRADESH | 530018 | ₹1.3 Cr+₹22.1 L (20.4%) | L5 | Rejected-Finance Not Being Lowest Bidder |
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
27 Mar 2023, 6:00 pmClosed
Shri KK Srivastava, Col, Commander Works Engineer
Commander Works Engineers, Station Road, Visakhapatnam - 530 004
SPL REPAIRS TO FRESH WATER SUPPLY DISTRIBUTION PIPELINES AT HIGH RISE BUILDINGS AREA AT NAVAL PARK UNDER AGE EM NO 1 OF GE U II , VISAKHAPATNAM
2023_MES_581903_1
82317/E8
Open Tender
Civil Works
Item Rate
180 days
Visakhapatnam
Category a ii and Class B
9 documents required · 9 mandatory
₹1,000
GE U II
₹2.0 L
Yes
25 Apr 2023
20 Feb 2023
29 Mar 2023
20 Feb 2023
27 Mar 2023
13 Mar 2023
20 Feb 2023 - 27 Feb 2023
Amount
Taking up or down CI/ DI water pipe line of size 80/100mm dia including fittings complete all as specified and as directed.
Taking up or down CI/ DI water pipe line of size 150/200mm dia including fittings complete all as specified and as directed.
Taking up or down Steel tubing of size 50 mm dia including fittings complete all as specified and as directed.
Supplying and laying 200 mm bore Ductile Iron Pressure Pipes, Centrifugally Cast [Spun], Class "K-9" with Spigot and Socket ends conforming to IS - 8329 in standard lengths suitable for Push-On Rubber Gasket Jointing with inside Cement Mortar Lining and Black Bitumen external coating complete all as specified and as directed.
Supplying and laying 150 mm bore Ductile Iron Pressure Pipes, Centrifugally Cast [Spun], Class "K-9" with Spigot and Socket ends conforming to IS - 8329 in standard lengths suitable for Push-On Rubber Gasket Jointing with inside Cement Mortar Lining and Black Bitumen external coating complete all as specified and as directed.
Supplying and laying 100 mm bore Ductile Iron Pressure Pipes, Centrifugally Cast [Spun], Class "K-9" with Spigot and Socket ends conforming to IS - 8329 in standard lengths suitable for Push-On Rubber Gasket Jointing with inside Cement Mortar Lining and Black Bitumen external coating complete all as specified and as directed.
Supplying and fixing DI fittings such as bends [any type and angle], tapers any type [straight, bend, increasing, decreasing or double socket etc], sockets, tail pieces, connecting pieces, tee pieces, single branch, "Y" junction, double branch, cross, [all sockets or socket and spigot], collars, caps and plugs of size upto 150mm bore confirming to IS 9523-2000 complete all as specified and as directed.
Supplying and laying MS ERW Pipe, 200 mm bore, Heavy Grade, conforming to IS – 1239 including all fittings laid in trenches or laid in floors or fixed to walls and ceilings including testing and taking down existing MS Pipe of any description and in any position complete all as specified and as directed.
Supplying and laying MS ERW Pipe, 150 mm bore, Heavy Grade, conforming to IS – 1239 including all fittings laid in trenches or laid in floors or fixed to walls and ceilings including testing and taking down existing MS Pipe of any description and in any position complete all as specified and as directed.
S & F GI water tubing of 80 mm bore, medium grade conforming to IS - 1239 [Part - 1] including all fittings such as bends, tees, short pieces, connectors, elbows, reducers, union, sockets etc fixed to walls, ceiling or laid on floors including testing complete all as specified and as directed.
S & F GI water tubing of 50 mm bore, medium grade conforming to IS - 1239 [Part - 1] including all fittings such as bends, tees, short pieces, connectors, elbows, reducers, union, sockets etc fixed to walls, ceiling or laid on floors including testing complete all as specified and as directed.
S & F in repairs Sluice Valve, Cast Iron body, Stainless Steel Spindle, Gun Metal Rings including Wheel for operation, Flanged and Drilled, 200 mm Dia, confirming to IS – 14846, Class PN –1.6, Non Rising Type, Long Body type including all Joints with Rubber Gasket and Jointing Materials, Bolts, Nuts, Washer complete all as specified and as directed.
S & F in repairs Sluice Valve, Cast Iron body, Stainless Steel Spindle, Gun Metal Rings including Wheel for operation, Flanged and Drilled, 150 mm Dia, confirming to IS – 14846, Class PN –1.6, Non Rising Type, Long Body type including all Joints with Rubber Gasket and Jointing Materials, Bolts, Nuts, Washer complete all as specified and as directed.
S & F in repairs Sluice Valve, Cast Iron body, Stainless Steel Spindle, Gun Metal Rings including Wheel for operation, Flanged and Drilled, 100 mm Dia, confirming to IS – 14846, Class PN –1.6, Non Rising Type, Long Body type including all Joints with Rubber Gasket and Jointing Materials, Bolts, Nuts, Washer
S & F in repairs Sluice Valve, Cast Iron body, Stainless Steel Spindle, Gun Metal Rings including Wheel for operation, Flanged and Drilled, 80 mm Dia, confirming to IS – 14846, Class PN –1.6, Non Rising Type, Long Body type including all Joints with Rubber Gasket and Jointing Materials, Bolts, Nuts, Washer complete all as specified and as directed.
S & F in replacement Gun Metal Globe or Gate Valve of Class - I, Pressure Tested of 1.5 MPa, 50 mm bore with iron wheel head, screwed both ends for iron pipe, conforming to IS, ISI Marked complete all specified and as directed.
M & L for Construction of Valve Chamber of size 1200 X 1200 X 1200 mm internal size suitable for Sluice Valve, with PCC 1:4:8, Type D2, using 40mm graded aggregate for foundation, 200 mm thick Brickwork with Fly Ash Bricks in Cement Mortar 1:6, 40 mm thick PCC, 1:2:4, Type B1, using 20mm graded aggregate Coping, rendering in CM 1:4, 15 mm thick including provision of Mild Steel Sheet Cover 3 mm thick with 40 X 40 X 6 mm size Angle Iron frame work embedded in concrete with suitable hinges and locking arrangements including two coat of synthetic enamel black paint over a coat of red oxide zinc chrome primer to steel surfaces and including necessary earth work excavation in any type of soil etc., removal of surplus soil off the premises, demolition of existing Valve Chamber of any description complete all as specified and shown on drawing CEDD / TD / 119, Sheet No. 1 / 1 dated 20 August 1983, revised up to 21 September 1992.
M & L for Construction of Valve Chamber of size 900 X 900 X 900 mm internal size suitable for Sluice Valve, with PCC 1:4:8, Type D2, using 40mm graded aggregate for foundation, 200 mm thick Brickwork with Fly Ash Bricks in Cement Mortar 1:6, 40 mm thick PCC, 1:2:4, Type B1, using 20mm graded aggregate Coping, rendering in CM 1:4, 15 mm thick including provision of Mild Steel Sheet Cover 3 mm thick with 40 X 40 X 6 mm size Angle Iron frame work embedded in concrete with suitable hinges and locking arrangements including two coat of synthetic enamel black paint over a coat of red oxide zinc chrome primer to steel surfaces and including necessary earth work excavation in any type of soil etc., removal of surplus soil off the premises, demolition of existing Valve Chamber of any description complete all as specified and shown on drawing CEDD / TD / 119, Sheet No. 1 / 1 dated 20 August 1983, revised up to 21 September 1992.
S & F Cast Iron Non Return Valve [Swing Check type Multidoor Reflux Valve] with bypass arrangement with suitable flanges, suitable for 200 mm bore pipes confirming to IS – 5312, Class PN –1.6, including necessary nuts, bolts, washers, rubber gasket etc. for jointing, suitable to handle clear water having turbidity up to 5000 PPM complete all as specified and as directed.
M & L for cutting existing road/PCC hard standing for laying of pipe and including necessary earth work and making good the surface with PCC 1:3:6, Type C-1 using 20mm graded stone aggregate 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 hard / dense 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. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming.
Removal of excavated material [Soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
Note for Serial Item No. 1 to 23 : The work shall be carried out up to G+9 Storey and the rates quoted are deemed to be including providing double scaffolding and safety measures as required and removal of the same on completion complete all as specified and as directed. Nothing shall be paid extra on this account.
N K BUILDERS
RAGHU RAMA PANDA
Sri Surya Enterprises
M/s.DSRK CONSTRUCTIONS
lakshmi Engineering Works
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