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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance KALIKA GUNJ COLONY SIRSIA GIRIDIH JHARKHAND | GIRIDIH | JHARKHAND | 815301 | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 Cr+₹1.2 L (0.47%)Admitted-Finance 30 INDUSTRIAL AREA KOKAR RANCHI 834004 JHARKHAND | RANCHI | JHARKHAND | 834004 | ₹2.6 Cr+₹1.2 L (0.47%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected Technical Bid |
| Sl No | Description | Qty | Unit | M/s Raj Construction L2 | NIRANJAN RAI L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. | 654.4 | Cum | 139.58 ₹91,341.15 Lowest | 139.58 ₹91,341.15 Lowest |
| 2.00 | Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed.with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 490.8 | Cum | 50.82 ₹24,942.46 Lowest | 50.82 ₹24,942.46 Lowest |
| 3.00 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 50.93 | Cum | 118.49 ₹6,034.46 Lowest | 118.49 ₹6,034.46 Lowest |
| 4.00 | Providing designation 75 B one brick flat soling--do--do | 552.4 | Sqm | 322.35 ₹1,78,065.17 Lowest | 322.35 ₹1,78,065.17 Lowest |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level: 1:2:4 (1 cement :2 coarse sand (Zone -III):4 graded stone aggregate 40mm nominal size) | 55.24 | Cum | 4,492.36 ₹2,48,157.97 Lowest | 10,492.36 ₹5,79,597.97 |
| 6.00Providing and laying in position specified grade of reinforced cement concrete ,excluding the cost of centering ,shuttering ,finishing and reinforcement -All work upto plinth level | |||||
| 6.01 | 1:1.5:3 (1 cement :1.5 coarse sand (Zone -III):3 graded stone aggregate 20mm nominal size) | 116.96 | Cum | 5,094.36 ₹5,95,856.72 Lowest | 15,094.36 ₹17,65,496.72 |
| 6.02 | Reinforced Cement concrete work in walls (any thickness ),including attached pilasters,buttresses,plinth and string courses,fillets,columns | 216.61 | Cum | 5,891.97 ₹12,76,253.73 Lowest | 5,891.97 ₹12,76,253.73 Lowest |
| 6.03 | Reinforced Cement concrete work in beams ,suspended floors ,roofs …..with 1:1.5:3 | 255.47 | Cum | 6,092.63 ₹15,56,514.65 Lowest | 8,792.63 ₹22,46,297.15 |
| 7.00Centering and shuttering including struuting ,propping etc | |||||
Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
7 Jul 2021, 11:00 amClosed
Nodal Officer
e-Procurement Cell, JSBCCL Building, 3rd Floor, Project Bhawan Campus, Dhurwa, Ranchi-834004, Jharkhand
Construction of Ramp at Sadar Hospital in Hazaribagh District
2021_JSBCC_50070_1
JSBCCL/01/2021-22
Open Tender
Civil Works - Buildings
Item Wise
180 days
RANCHI
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
JSBCCL
₹2.5 L
Yes
24 Aug 2021
25 Jun 2021
9 Jul 2021
25 Jun 2021
7 Jul 2021
25 Jun 2021
Amount
Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I.
Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed.with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
Providing designation 75 B one brick flat soling--do--do
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level: 1:2:4 (1 cement :2 coarse sand (Zone -III):4 graded stone aggregate 40mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete ,excluding the cost of centering ,shuttering ,finishing and reinforcement -All work upto plinth level
1:1.5:3 (1 cement :1.5 coarse sand (Zone -III):3 graded stone aggregate 20mm nominal size)
Reinforced Cement concrete work in walls (any thickness ),including attached pilasters,buttresses,plinth and string courses,fillets,columns
Reinforced Cement concrete work in beams ,suspended floors ,roofs …..with 1:1.5:3
Centering and shuttering including struuting ,propping etc
Foundation,footing bases of columns
Suspended floors,roofs,landings
Lintels,Beams,Plinth beams
Columns,Pillars ,Piers
Providing Tor Steel reinforcement of 8mm bars as per approved design and drawing including carriage ofbars to work site, cutting, bending, and binding with annealed wire with cost of wire, removal of rust, placing the rods on position all complete as per building specification and direction of E/I.specification and direction of TMT Fe 500(Only valid For SAIL & TATA Steel)
Providing Tor Steel reinforcement of 10mm ,12mm & 16mm bars as per approved design and drawing including carriage ofbars to work site, cutting, bending, and binding with annealed wire with cost of wire, removal of rust, placing the rods on position all complete as per building specification and direction of E/I.specification and direction of TMT Fe 500(Only valid For SAIL & TATA Steel)
Providing Tor Steel reinforcement of 20mm ,25mm & 28mm bars as per approved design and drawing including carriage ofbars to work site, cutting, bending, and binding with annealed wire with cost of wire, removal of rust, placing the rods on position all complete as per building specification and direction of E/I.specification and direction of TMT Fe 500(Only valid For SAIL & TATA Steel)
Providing designation 75B Brick work in CM (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joiunts, costs of screening, materials, scaffolding, taking out joints to 15mm depth curing, taxes and royalty all complete as per building specifications and direction of E/I.
Providing 12 mm 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 royalty all complete as per building specification and direction of E/I. Ground floor (Inner Side)
Providing 6 mm. thick cement plaster(1:4) in ceiling with clean coarse sand of F.M 1.5 screening,curing with all leads and lifts of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I. Ground floor (i) Up to Ground Floor
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Providing two coats of plastic imulsion paint of approved shade and make over a primer coat of washing over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper ,applying putty wherever required ,scaffolding,washing of floors and taxes all complete as per building specification and direction of E/I
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Providing one coat primer of red lead paint and two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning and surface thoroughly , scaffolding and taxes all complete as per building specification and direction of E/I
Providing & Applying two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning and surface thoroughly , scaffolding and taxes all complete as per building specification and direction of E/I
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-Charge. (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50 mm thickness
A3. Carriage of Materials
Carriage of Bricks-8 Km (7P+1K)
Carriage of Sand-8 Km
Carriage of Stone Chips-22 Km
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.
Group C
Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.
Group C
Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
2 x1.5sq.mm. + 1 x1.5sq.mm. earth wire For Light Point.
2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. earth wire For Circuit Point.
4 x2.5sq.mm. + 2 x2.5sq.mm. earth wire For Power Point.
S/F Modular type switch socket - Supplying and fixing following modular type switch/socket on the existing modular plate and switch box including connection but excluding modular plate etc. as required.
5/6 amps, one way switch
5/6 amps, 3 Pin Socket outlet.
Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry with pigment to match the dhade of the tiles , including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand): Medium shade pigment using 50%withe cement50% ordinary cement.
Providing and laying Glazed Tiles 400 mm X400 mm or 300 mm x 450 mm in skirting risers of steps and dado on 10 mm .Thick cement plaster 1:3 ( 1 cement :3 coarse sand )and jointed with white cement slurry .R.A
BORE WELL
Cost of drilling 200/150mm dia Deep Borewell : Supplying all materials labours,tools & equipments for drilling 200/150 dia borewell
(a) From 0.00 M to 50.00 M below G.L.
(b) From 51.0 M to125.00 M
(b) From 126.0 M to150.00 M
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia
Development of tube well in accordance with IS : 2800 (part I) andIS: 11189, to establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by "V" notch method or anyother approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessoriesetc., all as per requirement and direction of Engineer-in-charge
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp
Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a
Supplying 100mm dis submersible pump sets confirming to 8034 and motor confirming to IS 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/noryl impeller. Motor suitable for working on 415 + 10, 3HP, 50 Hz, AC supply with cable guard, thurst carbon/fiber bearing to withstand entire hydraulic thurst, water proof winding shall be provided. The pump set shall be suitable for diret coupling Pump shall have suitable outlet as per manufacturers design. Anti thurst stream lined non return valve shall be provided with pump, 3 meter submersible copper conductor cable in single/double run shall be provided with each pump. Submersible pump set 100mm dia (with Polypropylene/Noryl Impeller) up to 20 stages 2 HP
Supplying fitting and fixing 3 crore 4 sqmm Flat copper submersible cable FINOLEX / HEVELS make including all taxes ,royalty etc all complete job as per direction of E/I.
Supplying fitting and fixing lowering 50mm dia G.L column pipe
WATER PROOFING
Supply fitting and fixing of standered make starter pannel Board with arrangement of all necessary protection including all taxes ,royalty etc all complete job as per direction of E/I.
Add 12% GST
Add 1% Labour Cess
M/s Raj Construction
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