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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 Cr+₹6.6 L (2.01%)Admitted-Finance 30 INDUSTRIAL AREA KOKAR RANCHI 834004 JHARKHAND | RANCHI | JHARKHAND | 834004 | ₹3.3 Cr+₹6.6 L (2.01%) | L2 | Admitted-Finance |
| 3 | L3₹3.3 Cr+₹7.5 L (2.29%)Admitted-Finance | ₹3.3 Cr+₹7.5 L (2.29%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S SHRI PRAKASH ASSOCIATES L1 | RAJ CONSTRUCTION L2 | Jay Johari L3 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | 1,492.12 | M3 | 230.02 ₹3,43,218.59 Lowest | 234.63 ₹3,50,097.29 | 235.29 ₹3,51,082.09 |
| 2.00 | Granular Sub-Base with Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. for grading-I Material | 1,344 | M3 | 1,474.34 ₹19,81,512.96 Lowest | 1,503.94 ₹20,21,295.36 | 1,508.17 ₹20,26,980.48 |
| 3.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 1,180.34 | M3 | 1,748.49 ₹20,63,812.69 Lowest | 1,783.6 ₹21,05,254.42 | 1,788.61 ₹21,11,167.93 |
| 4.00 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | 11,922.5 | M2 | 83.89 ₹10,00,178.53 Lowest | 85.57 ₹10,20,208.33 | 85.81 ₹10,23,069.73 |
| 5.00 | Tack Coat on Bituminous surfaces
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
S.O.R. Item No. 5.02 (i) | 33,470 | M2 | 13.18 ₹4,41,134.6 Lowest | 13.44 ₹4,49,836.8 | 13.48 ₹4,51,175.6 |
| 6.00 | Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. | 596.12 | M3 | 7,596.37 ₹45,28,386.07 Lowest | 7,748.87 ₹46,19,295.13 | 7,770.66 ₹46,32,284.69 |
| 7.00 | Semi-Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.) Grading II: 10 mm (Nominal Size) | 538.69 | M3 | 10,328.2 ₹55,63,677.4 Lowest | 10,535.56 ₹56,75,379.75 | 10,565.18 ₹56,91,335.68 |
| 8.00 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 | 2,115.3 | M3 | 122.8 ₹2,59,758.84 Lowest | 125.27 ₹2,64,983.63 | 125.62 ₹2,65,723.99 |
| 9.00 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 3,290 | M2 | 994.75 ₹32,72,727.5 Lowest | 1,014.72 ₹33,38,428.8 | 1,017.57 ₹33,47,805.3 |
| 10.00 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 1,790.25 | M3 | 158.8 ₹2,84,291.7 Lowest | 161.99 ₹2,90,002.6 | 162.45 ₹2,90,826.11 |
Tender Value
₹3.1 Cr
EMD Value
₹3.1 L
Closing Date
11 Jan 2023, 5:00 pmClosed
Executive Engineer
Executive Engineer, Barrage Division, Galudih.
Wearing Coat and Black topping of Deck Slab of Galudih Barrage with approach under Barrage Division Galudih
2022_WRD_64295_1
WRD/BD/ GALUDIH / IFB-05/2022-23
Open Tender
Civil Works
Item Rate
275 days
Galudih East Singhbhum
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
EE Barrage Division, Galudih
₹3.1 L
Yes
18 Jan 2023
23 Dec 2022
16 Jan 2023
23 Dec 2022
11 Jan 2023
23 Dec 2022
Amount
Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
Granular Sub-Base with Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. for grading-I Material
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. S.O.R. Item No. 5.02 (i)
Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
Semi-Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.) Grading II: 10 mm (Nominal Size)
Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.
Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) (Item no-9+11)
Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size
providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. (a) 10mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)})
(b) 12mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)})
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Foundations, footings, bases of columns, etc. for mass concrete
Filling Pot-holes and Patch Repairs with Bituminous concrete, 20mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
carriage cost of Material : --- Cement/Steel 40Km (P)
Sand Lead (6K+8P)km
Stone chips Lead (3K+28P)km
Stone Metal Lead (3K+28P)km
Bricks Lead ( 3K + 10P)
Bitumen Lead ( 150 P) Km
Add GST @18%
Add Labour Cess @1%
RAJ CONSTRUCTION
Jay Johari
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