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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.8 CrAdmitted-Finance C 1M SEC 133 WISH TOWN NOIDA GAUTAM BUDDH NAGAR UTTAR PRADESH 201 304 | ₹93.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹96.2 CrAdmitted-Finance PLOT NO 9 GROUND FLOOR HIGH TECH MADHAPUR KONDAPUR HYDERABAD TELANGANA 500084 | HYDERABAD | TELANGANA | 500084 | ₹96.2 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S KRAM INFRACON PRIVATE LIMITED L1 | Sudhakara Infratech Pvt Ltd L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road (Clearing and grubbing road land including uprooting rank vegetating, Grass, bushes, shrubs, saplings and tree girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organick soil not exceeding 150 mm in thickness)(i) By Manual means:- (A) In area of light jungle | 43.5 | Per Ha. | 50,000 ₹21.8 L | 61,555 ₹26.8 L |
| 2.00 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per buiding specification and direction of E/I. (Mode of measurement compacted volume) | 27,474.86 | Per M³ | 400 ₹1.1 Cr | 468 ₹1.3 Cr |
| 3.00 | P.C.C 1:3:6 in foundation (Plain Cement Concrete 1:3:6 Nominal mix in Foundation with crushed stone aggregate 40mm Nominal size Mechanically mix ,placed in Foundation and Compacted by vibreration including curing for 14 day.) | 200.17 | Per M³ | 3,150 ₹6.3 L | 3,692 ₹7.4 L |
| 4.00 | Plain/Reinforced cement concrete in open Foundation complete as per Drawing and technical specifications. (PCC Grade-M15) | 60.16 | Per M³ | 3,600 ₹2.2 L | 4,330 ₹2.6 L |
| 5.00 | Plain/Reinforced cement concrete in open Foundation complete as per Drawing and technical specifications. (RCC Grade-M20) Case-I using Concrete mixer | 1,412.6 | Per M³ | 4,000 ₹56.5 L | 4,813 ₹68.0 L |
| 6.00 | Providing (tor steel) reinforcement of 8mm dia rods as per approved design, drawing, removal of cutting, bending, binding, annealed wire with cost of wire removal of rust, placing rods in position (excluding carraige of bar to work site) all complete job as per building specification and direction of E/I. [TMT Fe 500 Only valid for TATA Tiscon, Sail, JSPL, Electrosteel Steels Ltd. Bokaro and Vizag (RINL)] (i) 8 mm dia Bar | 26.54 | MT | 65,000 ₹17.3 L | 89,044 ₹23.6 L |
| 7.00 | (ii) 10 mm dia Bars | 50.79 | MT | 65,000 ₹33.0 L | 86,987 ₹44.2 L |
| 8.00 | Earthwork in exacavation (As per IS 3114 - 1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in-charge. (Considering 70% Hard Soil) | 1,86,360.57 | Per M³ | 80 ₹1.5 Cr | 155 ₹2.9 Cr |
| 9.00 | Earthwork in exacavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) (vide type of soil item-C) with disposal of spoil beyond 500 m but upto 1000 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (Considering 30% Soft Rock) | 79,868.82 | Per M³ | 150 ₹1.2 Cr | 203 ₹1.6 Cr |
| 10.00 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I (for classification for soil item A & B) | 1,65,181.24 | Per M³ | 50 ₹82.6 L | 97 ₹1.6 Cr |
Tender Value
₹85.5 Cr
EMD Value
₹85.5 L
Closing Date
31 Jan 2022, 5:00 pmClosed
EXECUTIVE ENGINEER
Executive Engineer, Irrigation Division Galudih.
CONSTRUCTION OF WELL DESIGNED AND CAREFULLY LAID UNDERGROUND PIPE LINE FOR KANKRISOL DISTY OFFTAKING FROM 64.560/65.640 KM OF GLMC, CONSTRUCTION OF WELL DESIGNED AND CAREFULLY LAID UNDERGROUND PIPE LINE FOR RADHANAGR MINOR OFFTAKING FROM KANKRISHOL D
2022_WRD_55151_1
WRD/IRR Div Galudih /SBD-13/2021-22
Open Tender
Civil Works
730 days
Bahragora
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
EE Irrigation Division, Galudih
₹85.5 L
Yes
Chief Office Chandil Complex Adityapur Jamshedpur
8 Apr 2022
11 Jan 2022
8 Feb 2022
11 Jan 2022
31 Jan 2022
11 Jan 2022
24 Jan 2022
Amount
Clearing and Grubbing Road (Clearing and grubbing road land including uprooting rank vegetating, Grass, bushes, shrubs, saplings and tree girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organick soil not exceeding 150 mm in thickness)(i) By Manual means:- (A) In area of light jungle
Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per buiding specification and direction of E/I. (Mode of measurement compacted volume)
P.C.C 1:3:6 in foundation (Plain Cement Concrete 1:3:6 Nominal mix in Foundation with crushed stone aggregate 40mm Nominal size Mechanically mix ,placed in Foundation and Compacted by vibreration including curing for 14 day.)
Plain/Reinforced cement concrete in open Foundation complete as per Drawing and technical specifications. (PCC Grade-M15)
Plain/Reinforced cement concrete in open Foundation complete as per Drawing and technical specifications. (RCC Grade-M20) Case-I using Concrete mixer
Providing (tor steel) reinforcement of 8mm dia rods as per approved design, drawing, removal of cutting, bending, binding, annealed wire with cost of wire removal of rust, placing rods in position (excluding carraige of bar to work site) all complete job as per building specification and direction of E/I. [TMT Fe 500 Only valid for TATA Tiscon, Sail, JSPL, Electrosteel Steels Ltd. Bokaro and Vizag (RINL)] (i) 8 mm dia Bar
(ii) 10 mm dia Bars
Earthwork in exacavation (As per IS 3114 - 1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in-charge. (Considering 70% Hard Soil)
Earthwork in exacavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) (vide type of soil item-C) with disposal of spoil beyond 500 m but upto 1000 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (Considering 30% Soft Rock)
Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I (for classification for soil item A & B)
DI Pipe: Providing and suppling in ISI mark centrifugally cast (Spun) Ductile Iron Pipes of 100mm and above all diameter for water works with socket and Spigot and confirming to IS 8329/2000 in standard working lengths of 4.5, 5.5 and 6m for classification and K-9 suitable for push on joint (Rubber gasket) D jointing with cement mortar lining inside the pipes with outside Zinc and bituminous coating Rate are ex-factory, excluding transportation, taxes and duties Contractor profit and overhead charge etc. based on WPI 119.1 of may 2018(Including 1 no. of gasket for each pipe) Note:- (i) The above rate are ex-factory which excluding GST and CP based on WPI 119.9 of may 2018 (K-9). (i)250 mm dia (DI)
300 mm dia (DI)
350 mm dia (DI)
400 mm dia (DI)
450 mm dia (DI)
600 mm dia (DI)
700 mm dia (DI)
900 mm dia (DI)
Manufacture, supply and delivery of M.S Pipes conforming to IS 3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia M.S rings at each end of the pipe and out coating with cement mortar (1:3) 30mm thick by shortcreting or gunetting duly providing wire mesh of size 50x50x3 mm including cost of all materials, labour charges, transportation to anywhere in T.G, but excluding all taxes. (i)1372 mm dia (MS PIPE)
1775.6 mm dia (MS PIPE)
1975 mm dia (MS PIPE)
Cost of laying, jointing, hydrostatic filed test pressure, including cost of site welding, jointing materials and cost of transportaion of water including emptying pipe line after completion of field testing. (i)1372 mm dia (MS PIPE)
1775.6 mm dia (MS PIPE)
1975 mm dia (MS PIPE)
Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) /D.I. pipe in trenches without supplying rubber gasket (Rubber gaskets confirming to I.S.S.- 5382- 1969) and making gasket joints including providing night guard,barrier and red light to safe guard against accident, all complete (Pipe to be suppllied departmenatlly free of cost and laying of pipes is to bedone as per I.S.S.3114-1985) as per design, specification and direction of E/I. (i)250 mm dia (DI)
300 mm dia (DI)
350 mm dia (DI)
400 mm dia (DI)
450 mm dia (DI)
600 mm dia (DI)
700 mm dia (DI)
900 mm dia (DI)
Providing and supplying in standard lengths High Density Polyethylene Pipe (HDPE Pipe) confirming to IS 4984-4984/14151/12786/13488 (Latest Revision with necessary Jointing materials like mechanical connector i.e. thread/insert joint/quick release coupier joint/compression fitting joint or flanged joints excluding coupler/specials and taxes). PE-80, P.N.-06 (i)225 mm dia (HDPE PIPE)
250 mm dia (HDPE PIPE)
280 mm dia (HDPE PIPE)
355 mm dia( HDPE PIPE)
Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/ butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. (i)225 mm dia (HDPE PIPE)
250 mm dia (HDPE PIPE)
280 mm dia (HDPE PIPE)
355 mm dia( HDPE PIPE)
Supplying labours, tools and tackles for testing of laid CI or UPVC or HDPE or AC/DI pressure pipe upto 60 m head of water all complete as per specification and direction of E/I (Water to be supplied free of cost departmentally). (i)225 mm dia
250 mm dia
280 mm dia
300 mm dia
350 mm dia
355 mm dia
400 mm dia
450 mm dia
600 mm dia
700 mm dia
900 mm dia
Providing and supplying of ISI standard DI Specials & fitting with sealing rubber gasket of SBR, complete with cast iron follower gland & MS nut bolts coated or otherwise protected from rusting and suitable for DI pipes complete as per IS-9523class K-12 (Ex factory rates inspection charge transportation, CP extra. (Socketed) (5% of DI pipe cost) (i)250 mm dia (DI)
300 mm dia (DI)
350 mm dia (DI)
400 mm dia (DI)
450 mm dia (DI)
600 mm dia (DI)
700 mm dia (DI)
900 mm dia (DI)
Providing and Laying including testing Ductile Iron Double Socket Reducer conforming to IS9523/2000 having dimension as per table 21 of IS9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS9523/2000. (i)1975mm*1775.60 mm
Providing, fixing, supplying , lowering and laying 150mm dia TEE valve DI. Tee (Moulded) of approved make bearing ISI mark Including all necessary jointing materials such as nuts, bolts, rubber ring, double flanged GI pipe of required length or UPVC union/ flange etc. complete as per specification and direction of E/I.(as per statement no.4 )
Supplying labour and tools for laying and jointing C.I. specials in trenches including supplying lead and yarn (Pig lead confirming to ISS: 782-1978 and yarn confirming to ISS : 658/-1972) and making lead caulked joints as per IS specification and direction of E/I. (For all socketted Tee) (i)225 mm dia
250 mm dia
280 mm dia
300 mm dia
350 mm dia
355 mm dia
400 mm dia
450 mm dia
600 mm dia
700 mm dia
900 mm dia
1372 mm dia
1775.60 mm dia
1975 mm dia
Providing, lowering, laying in trenches, alignning, fixing in position and jointing at all level/ depths HDPE pipe accessories/ fitting of PE-100 grade & PN-6 for potable water as per IS 8360/ IS 8008 for fabricated/ moulded (amended upto date) with pipe line in trenches complete including all materials, labour, testing and commissioning as per technical specifications and as per direction of E/I. (A) H.D.P.E. Tee (Moulded) Size (225 X 225) (19.6.1.9)
Size (250 X 250)
Size (280 X 280)
Size (355 X 355)
(B)H.D.P.E. Bend ( 0 TO 179 Degree) (i) 225 mm dia
(ii) 250 mm dia
(iii) 280 mm dia
(iv) 355 mm dia
Providing double flange sluice valve (Size 50mm to 1200mm) confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps transportation etc. all complete. (With bypass arrangements) PN-1. (i)225 mm dia
250 mm dia
280 mm dia
300 mm dia
350 mm dia
355 mm dia
400 mm dia
450 mm dia
600 mm dia
700 mm dia
900 mm dia
1372 mm dia
1775.60 mm dia
1975 mm dia
Providing double flange sluice valve confirming for IS - 2906/14846 including worn gear as per test pressure stainless steel spindle caps transportation etc all complete FOR Rate including all taxes. (Without byepass arrangement - PN-1.6) (Scour Valve) (i)400 mm dia
450 mm dia
300 mm dia
250 mm dia
Supplying labour and tools for fixing C.I sluice valve in trenches with a pair of C.I Tail pieces, including making lead caulked joints and flanged joints as per I.S.S specification, including supplying all jointing materials(Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and bolts confirming to I.S.S 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I. (Sluice valve and pieces to be supplied departmentally free of cost) (i) 225 mm dia
250 mm dia
280 mm dia
300 mm dia
350 mm dia
355 mm dia
400 mm dia
450 mm dia
600 mm dia
700 mm dia
900 mm dia
1372 mm dia
1775.60 mm dia
1975 mm dia
Providing and supplying ISI Mark CI/ D/F reflux valves (Non Return Valve) of following dia inspection charges unloading from railway wagon, loading into truck transportation upto department stores/site unloading stacking etc. complete reflux valve as per IS-5312, Part-I (1984). (Without byepass arrangement.) PN-1 (i)350 mm dia
450 mm dia
600 mm dia
700 mm dia
1975 mm dia
Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complet..PN - 1.6 (i)80mm
Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, with built in kinetic feature, isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complet..PN - 1.6 (i)100mm
Supplying labour & tools for fixing C.I double acting Air valve in trenches as per specification and direction of E/I. (C.I double acting air valve to be supplied departmentally free of cost.) (i)80mm
Providing shuttering including strutting proping etc.in various components of canal structures as per specification and direction of E/I.
NP3 R.C.C Hume Pipe (As per IS 458- 1971) 450 mm Dia
Labour for fitting and fixing NP3 hume pipe line, level and grade as well as providing approved jointing materials and joints properly filled to make then leak proof all complete, job as per specification and direction of E/I (Hume pipe available with the lead of 40m)
(i) Cement From Jamshedpur to Work Site ( 2 km (US) + 90 km (S) = 92 KM)
(ii) Steel From Jamshedpur to Work Site ( 2 km (US) + 90 km (S) = 92 KM)
(iii)Sand from Subernrekha river to work site ( 2 km (K) +10 km (US) = 12 KM)
(iv)Stone chips from Hata to work site ( 2 km (US) +87 km (S) = 89 KM)
(v) Stone Metals from Hata to work site ( 2 km (US) +87 km (S) = 89 KM)
(vi)450 mm Dia NP3 From Jamshedpur to Work Site ( 5 km (US) + 90 km (S) = 95 KM)
Add GST @12%
Add Labour Cess @1%
Sudhakara Infratech Pvt Ltd
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