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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.6 CrAccepted-AOC STATION ROAD DEOGHAR | ₹47.6 Cr | L1 | Accepted-AOC Executive Engineer, Irrigation Division, Godda, Camp-Mahagama letter no.- 383dated-12.08.24 |
| 2 | L2₹50.0 CrRejected-Finance FLAT NO 2 6 BLOCK C CHANDRABALI UDHYAN JAMSHEDPUR 831001 | EAST SINGHBUM | JHARKHAND | 831001 | ₹50.0 Cr | L2 | Rejected-Finance Chief Engineer WRD Deoghar letter no.-881 dated-31.07.24 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive vide Deptt. Lt. no-370 dt-10.07.24 |
Tender Value
₹45.5 Cr
EMD Value
₹45.5 L
Closing Date
5 Apr 2024, 5:00 pmClosed
EE, Irrigation Division, Godda, Camp-Mahagama
Executive Engineer Irrigation Division, Godda, Camp-Mahagama
ERM and PCC Lining of Sonepur Weir Main Canal
2024_WRD_85905_1
WRD/Mahagama/01SBD/23-24 Dt 14.03.24
Open Tender
Civil Works - Canal
730 days
MEHARMA
PLEASE REFER TENDER DOCUMENTS
3 documents required · 3 mandatory
₹10,000
₹45.5 L
12 Aug 2024
22 Mar 2024
8 Apr 2024
22 Mar 2024
5 Apr 2024
22 Mar 2024
Amount
Earth Work in excavation and filling in canal by hydraulic excavator as per designrd section in ordinary siol (vide classification of soil item-A)and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225mm layers upto 500 m and all lifts by tipper including construction and maintenance of haul road all complete as per specification & direction of E/I
Earth Work in flood embankment , canal banks as as special repair of embankment and canal banks in Grade A&B types of soil( vide Soil A and B) in proper profile excavation by Hydraulic M/C and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingradients with all lifts including breaking clods to maximum 60mm size , placing the earth in layers not exceeding 225mm thick complete as per specification and direction of E/I. ( Mode of measurement sectional measurement of compacted earth) (7.1.26.2)
Labour for rolling & comacting the earth inlayers of 225 mm by sheep foot roller driven by tractor to achive minimum 95% of maximum dry density, including sprinking the required quantity of water …..specification and direction of E/I
Earth work in lip cutting in side slopes and bed of canal in odinary soils with initial lead of 30M and lift of 1.50M including the cost of formation of subgrade of canal lining , levelling and profiling , controlling of slopes and fine dressing disposal of excavated earth and nominal dewatering if any , all complete as per approved design , specification and direction of E/I.
Providing Compacted 150mm thick sand filter of required F.M. as per design on side slopes and in bed of canal with coarse sand , including cost of water , ramming , levelling and dressing etc., all compete as per specification and direction of E/I.
Providing hessian cloth (0.3 kg/m2 cot.) laid underneath the concrete lining in the bed & slope.
Providing and placing stone metal graded filter of size 20mm to 45mm in slopes and bed of canal below lining including royality and other taxes etc., all compete as per specification and direction of E/I.( where depth of cutting is more than 6m (20ft))
Providing filter stone chips 20mm and down well grades as per design for lined canal or drain including hand packing etc., all compete as per specification and direction of E/I.
Providing and placing sand filter free from clay and other organic materials ( FM 250 to 300) in slopes and bed of canal below lining including royality and other taxes etc., all compete as per specification and direction of E/I.( where depth of cutting is more than 6m (20ft))
Plain/ Reinforced cement concrete in sub-structure complete as per drawing and and technical specifications PCC Grade M15. Height upto 5M.
Providing 100mm thick P.C.C M-150 with nominal mix of (1:2:4) with approved quality of graded stone chips ( 20mm and down) and coarse granular sand of requisite FM ( 2.5 to 3.0 ) inside and bottom curved portion of the canal in panel with construction jont including cost of form work and its removal curing , royality and all other taxes etc., complete job as per specification and direction of E/I.
Providing 10mm thick vertical joint at suitable interval joint filled with bituminous material of approved quality including royalty and all taxes all complete as per specification & direction of E/I. (For Canal Side Slope)
For Canal Bed
Providing safety valve in lined section of canal with TMT bar embeded in cement concrete (1:3:6) in accordance with IS 3872-1966 all complete as per specification and direction of E/I.
Providing Weep Holes with dry graded stones filter of 20 mm to 40mm size in abutment and wing wall as per specification and direction of E/I
Providing Tor Steel reinforcement of 8mm dia as per approved design and drawing do…. do... (TMT Fe 500 ){Only valid for Tata (Tiscon),SAIL,JSPL,Electrosteels Ltd,Bokaro and Vizag (RINL )}.
Providing Tor Steel reinforcement of 10 mm dia as per approved design and drawing do…. do... (TMT Fe 500 ){Only valid for Tata (Tiscon),SAIL,JSPL,Electrosteels Ltd,Bokaro and Vizag (RINL )}.
Providing Tor Steel reinforcement of 12 mm dia as per approved design and drawing do…. do... (TMT Fe 500 ){Only valid for Tata (Tiscon),SAIL,JSPL,Electrosteels Ltd,Bokaro and Vizag (RINL )}.
Providing Tor Steel reinforcement of 16 mm dia as per approved design and drawing do…. do... (TMT Fe 500 ){Only valid for Tata (Tiscon),SAIL,JSPL,Electrosteels Ltd,Bokaro and Vizag (RINL )}.
Providing Tor Steel reinforcement of 20 mm dia as per approved design and drawing do…. do... (TMT Fe 500 ){Only valid for Tata (Tiscon),SAIL,JSPL,Electrosteels Ltd,Bokaro and Vizag (RINL )}.
Providing Tor Steel reinforcement of 28 mm dia as per approved design and drawing do…. do... (TMT Fe 500 ){Only valid for Tata (Tiscon),SAIL,JSPL,Electrosteels Ltd,Bokaro and Vizag (RINL )}.
E/w by scooping in ordinary soil in distributry/water courses using hydroulic excavator (CK90) OF bucket capacity (0.9 cum) includind cutting, trimming bottom and side slopes of field earth in accordance with requirement of lines, grades and cross-section all job complete as per specification and direction of E/I. (As per letter no. 950, dt. 9/11/15 of C.E Monitering Ranchi.)
Dismantling of existing structure like culverts bridges, retaining walls and vother structure comprising of masonary,cement concrete ,wood work steel work including T& P and scaffolding wherever necessary,sorting the dismantled material,disposal of unserviceable materials and stacking the serveceable materials with all lift and lead of 1000m Dismantling of Stone masonary by manual means Rubble stone masonary in cement mortar.
Dismantling of existing structure like culverts bridges, retaining walls and vother structure comprising of masonary,cement concrete ,wood work steel work including T& P and scaffolding wherever necessary,sorting the dismantled material,disposal of unserviceable materials and stacking the serveceable materials with all lift and lead of 1000m Lime / cement concrete by manual means Cement concrete grade M-15 & M-20
Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth, watering and disposal of unserviceable materials with all leads all complete as per direction of E/I.
Earthwork Excavation in of foundation trenches as per designed section in all kinds of soils including moorum soil, soil mixed with kankar , pebbles and boulder up to 300mm size and disposal of the same( beyond 50M from toe of structure in country side) within initial lead of 150M and initial lift of 1.5M all leads and lifts as per specification and direction of E/I
Providing and laying P.C.C. or R.C.C. M-100 with nominal mix of (1:3:6) -do- with approved quality of 40mm graded coarse aggregate complete job as per specification and direction of E/I.
Providing and laying P.C.C or R.C.C M-150 with nominal mix of (1:2:4) in foundation of various component of canal or embankment do…. , royality and all other taxes etc., complete job as per specification and direction of E/I.
Plain/ Reinforced cement concrete in sub-structure complete as per drawing and and technical specifications PCC Grade M15. Height upto 5M.
Furnising and placing Reinforced / Prestressed cemennt concrete in super structure as per drawing and Technical specification RCC Grade M20. Height upto 5M.
Furnising and placing Reinforced / Prestressed cemennt concrete in super structure as per drawing and Technical specification RCC Grade M25. Height upto 5M.
Supplying G I wire crates of size 3 mx1.5 m x0.75 m and 150 mm square mesheach made out of G I wire 8 SWG double knitted at each joints I box type etc. all complete job as per specification and direction of E/I.
labour Charge for making crate box of size 3mx1.5mx.75mincluding cutting of GI wire , weaving of wire to make of taranga wire having 100 mm to 150 mm square mesh with double knot 8 to 10 SWG wire as per specification and direction of E/I.
Supplying & laying gravel filter ( 5 mm to 15 mm ) in slope of the dam as per design,drawing including the cost of materials ,royality all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I.
Supplying & layingsand filter on slope of the dam as per design,drawing with watering and compaction including the cost of materials ,royality all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I.
Supplying & laying metal filter ( 20 mm to 63 mm ) in slope of the dam as per design,drawing including the cost of materials ,royality all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I.
Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm.thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I.
Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I.
Providing rough dressed random rubble stone masonry in C.M.(1:4) in foundation and plinth with hammer dressed stone of less than 0.03 m3 in volume and cllean coarse sand of F.M. 2 to 2.5 including the cost of screening , raking out joints to 20 mm depth, curing taxes royalty and all etc. complete job as per building specification and direction of E/I.
Providing rough dressed random rubble stone masonry in C.M.(1:4) in superstructurewith hammer dressed stone of less than 0.03 m3 in volume and cllean coarse sand of F.M. 2 to 2.5 including the cost of screening , raking out joints to 20 mm depth, curing taxes royalty and all etc. complete job as per building specification and direction of E/I.
Providing 1.5mm thick cement punning including curing etc. com plete job as per specification and direction of E/I.
Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening , curing with all leads and lifts of water ,scaffolding taxes and royality all. complete job as per building specification and direction of E/I.
Labour charge for pitching above water on apron and slope of bank with stone boulder un crated of specified size(materials within 150 meters lead and all lifts) ....do....all complete job as per specification and direction of E/I. (SR item no. 7.7.21.)
Supply of Stone Boulder of size 300 mm for pitching as per specification and direction of E/I.
Carriage Materials : (a) Cement
(b) Sand
(c) Stone Metal
(d) Stone Chips
(e) Steel
(f) Bitumen
(g) Boulder
(i) Gravel
GST @ 18% (system generated, hence no separate rate is to be quoted for this item)
Labour Cess @ 1% (system generated, hence no separate rate is to be quoted for this item)
LORDS INFRACON PRIVATE LIMITED
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