Jharkhand Industrial Infrastructure Development Corporation Tender
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Costs
EMD
₹ 1,69,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_JIIDC_89778_1Bid Award Id
ViewTender No
JIIDCO/06/2024-25Tender Authority
Jharkhand Industrial Infrastructure Development Corporation ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Centering and shuttering include shuttering propping etc. and removal of from for
Columns,Pillars,Piers,Abutments,Posts and Struts
38.52
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Providing R.C.C.M -200 with nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 including screening, shuttering, mixing cement concrete concrete in mixer and placing in position , vibrating, striking, curing royalty and taxes all complete job as per building specification and direction of E/I.
2.41
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-
Providing P.C.C M-150 with nominal mix (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm graded and clean coarse sand of FM 2.5 to 3 including screening shuttering mixing cement concrete in cement mixer & placing in position , vibrating, striking, curing. royalty and taxes all complete job as per building specification and direction of E/I.
Column
0.36
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-
Providing Tor steel reinforcement of 8mm. 10mm, 16 mm& 20mm dia. Bars as per approved design and drawing excludinjg carriage of M.S. bars to work site, cutting, bendig and binding wiith annealed wire with cost of wire, removal of urst placing the rods in position all complete as per building specification and direction of E/I.
0.44
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-
Providing 12 mm Thk. cement plaster(1:6) on walls with clean coarse sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I
181.61
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-
Providing and laying 25 mm thick kotah stone risers of steps,skirting and pillars of approved size,texture and colour laid over 12 mm thick cement mortar (1:3) and joint with grey cement slurry mixed with pigment to match the shade of the slab including rubbingand polishing to granolithic finish with approved quality of carborandom stone including cost of curing,taxes and royalty all complete as per building specification and direction of E/I
18.13
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-
Supplying fitting and fixing callapsible gate of approved size and make properly fabricated with vertical double channels 20x10x2 mm at 100 mm. Centers and braced with M.S flate diagonals 20x3 mm with top and bottom rails of T. Iron 40x40x6 mmwith 38 mm dia steel pulleys complete with bolts , nuts, locking arrangements stoppers, handles, including applying a priming coat of red lead paint, carrige, hoisting and taxes all complete as per building specification and direction of E. ICG3
7.2
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-
Providing two coats snow cem coats over new surface with approved quality of lime including cost of cleaning surface thoroughyy ad removing the scales of smoke and moss marks with jhama rubbing, scaffolding, washing, of floors and taxes all complete as per building specification and direction of E/I.
181.61
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-
Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface
48.6
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-
Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly,scaffolding and taxes, all complete as per building specification and direction of E/I.
48.6
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-
Structural steel work riveted bolted or weldedin built up section,truss and fixed framed work ,including cutting,hoisting,fixing in position and applying a priming coat of approved steel primer all complete.
4045.49
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-
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
531.92
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Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Grid-7-Ridge
5.75
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-
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Grid-7-Gutter
71.4
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-
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with sea; ring conforming to IS:5382, leaving 10mm gap for thermal expansion, Single socketed pipes
110 mm Rain water pipe
52.2
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-
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend - 110mm
12
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-
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Shoe - 110
4
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-
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete 110 mm
30
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-
Carriage of materials
Bricks Lead = 7.+1 km
6.88
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-
Sand lead = 10 km
10.4
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-
Stone chips lead = 10 km
3.75
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-
Electrical work
Point wiring in PVC conduit, with modular type switch - Point wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm. FR PVC insulated copper conductor single cable in surface/recessed PVC conduit, with modular type switch, modular plate, suitable size G.I. box etc. as required.
Group - B
10
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-
Wiring for light/power plug with 2 x 4 sq.mm FRPVC insulated copper conductor single core cable in surface/recessed PVC conduit along with 1 No. sq.mm FRPVC insulated copper conductor single core cable for loop earthing as required
60
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-
Wiring for Curcuit submain wiring along with earth wire with the following sizes of PVC insulated copper conductor single core cable in surface of recessed PVC sonduit as required
2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire
45
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-
2 x 4.0 sq.mm. + 1 x 4.0 sq.mm. earth wire
30
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-
S/F PVC conduit - Supplying and fixing of following sizes PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case recessed conduit as required.20mm
60
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-
S/F PVC /G.I. boxes - Supplying and fixing PVC/G.I. box of following sizes on surface or in recess with suitable size of phenolic laminated sheet cover infront including painting etc. as required.75mm x 75mm x 50mm deep/(4" x 4")
9
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-
S/F Modular type switch/socket on the existing switch box including connection etc. as required
-
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-
5/6 amp. Switch & 3 pin 5/6 amp. Socket/outlet
9
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-
3 pin 5/6 amp. Socket/outlet
8
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-
S/F suitable size G.I. box with modular plate and cover in front on surface or in recess including P.F. 3 pin 5/6 amp. Modular socket outlet and 5/6 amp. Modular switch connection painting etc. as required
4
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-
S/F suitable size G.I. box with modular plate and cover in front on surface/recess including P/F 6 pin 15/16 amp. And 5/6 amp modular socket outlet and 15/16 amps. Modular switch connection as painting etc. as required
4
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-
S/F 3 pin 5 amp ceiling rose on the existing junction box wooden block including connection etc. as required
12
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-
S/F brass vatton/Angle Holder including connection etc. as required
4
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-
ITC fluorescent fitting directly on surface - Installtion, testing and commissioning of Pre-wired, fluorescent fitting/compact fluorescent fitting of all type, complete with all accessories and tube etc. directly on ceiling/wall, including connection with 1.5 sq.mm. FR PVC insulated, copper conduit.
4
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-
S/F T.P. MCB DB - Supplying and fixing following way, three pole and netural, sheet MCB ditribution board, 415 volts, on surface/recess, complete with tinned copper busbar, netural busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
-
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4 way (4 + 12), Double door, Horizontal type
2
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6 way (4 + 18), Double door, Horizontal type
2
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S/F 'C' series, MCB - Supplying and fixing following 240 volts, 'C' series, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connection, testing and commossioning etc. as required.
-
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-
40 amps, TPN
2
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50/63 amps, TPN
2
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S/F following rating single pole 240 volts isolator in the existing MCB DB complete with connection testing and commissioning etc. a srequired
-
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-
40 amp
6
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63 amp
4
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-
1X28 watt T5 Tube light fitting
4
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-
Supply of Wallmounted Fan : Supply of 16"(400mm), 230V AC wall/cabin fan including fixing the bracket, making , connection testing, commissioning etc as required( Make- Polar/Bajaj/ Havells/Crompton)
4
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-
Designing ( Aesthetivally), and constructiong RCC elevated service reservoirs of following capacity with RCC. Staging Consisting of columns, intrnal and External bracings spaced vertically not More than 4.5 meters centre to centre for ESR having capacity upto 500 cum and Not more than 6m c/c for ESR having Capacity above 500 Cum including Excavation in all types of strata, foundation concrete , cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracings including refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting. hoisting and jointing of pipe assembly of inlet , outler, washout , overflow and bypass arrangement as per departmentals design, providing and fixing accessories such as M.S ladder out side, stainless steel lader in contenor, F.I manhole frame and covers, water level indicators, lightening conductor, G.I pipe railing around walk way and top slab, providihg stair case from ground level to roof level , m.s grill gate of 2M height with locking arrangement of approved design, B.B Masonry chambers for all valves, ventilating shfts providing and applying three coats of Acrylie emulsion with silicon edditives paint to the structure incluing roof slab, epoxy painting to internal surface and anti- termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per I.S code. The job to include painting then ame of the scheme and other details on the reservior as per the direction of engineer in- Charge Notes
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The design of the structure be in accordance with relevant I.S specification (I.S 3370-1965 or Revised.)
-
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The design shall satisfy the stipulations as per IS. 1893 - 1984 and I.S 13920/1993 for seismic force and I.S - 11682 /1985 for R.C.C staging of over head tank.
-
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For design having more than 6 columns, suitable bracing is obligatory.
-
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plain round mild steel bars grade- I conforming to I.S 432 part- I yield strength deformed bars conforming to I.S 1786 or I.S 1139 shall beused, grade. I mild steel bars will not be allowed .
-
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Irrespective of the type of foundation proposed in the design, on set of bracing be provided at the ground level.
-
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These rates include providing M.S ladder for E.S.R.S upto 2 lakh litres capacity and providing spiral stair case for E.S.R above 2 lakh litres capacity.
-
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-
Staging shall have to bede signed with stresses of M-200 concrete for ESR. However all RCC construction should be donein M-250 stucture contact with water shall be designed &casted in M-300
-
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These rates are including the cost of up lift pressure if any and entire dewatering during exevution. Incase of water logging are a whwre water is struck at shallow dept , extra provision of dewatering shall be made as per site condition.
-
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All conditions given in the Member Ssecretary's circular No. MJP/TS-I/350/1668 dt 2-8-97 AND MJP/S-I /350/2127 DT 13-7-99 Shall be strictly followed and additional cost if any , due to these conditions is included in the rates mentioned below.
-
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75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R till satisfactory hydraulic testing for water tightness is given and till thaat work shall be treated as incomplete
-
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The rates indicated in the table are exvluding the cost of pipes, specials and vaves required for inlet, outlet washout, overflow and bypass arrangement the scope of work, however includes cost of erection, laying and jounting of pipe and valves unduding cost of jointing materials upto 5 M beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of ESR as per table)
-
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For ESR upto 500 cum capacity C.I double flanged pipes upto 300 mm dia shall be provided and C.i specials shall be used For ESR above 500 cum capavityC.I / M.S pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side ..
-
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below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre for raft foundations these rates shall be increased by 7.5% whwre safe bearing capacity (SBC) is 5 MT PER SQM AND BY 5% where SBC is more than 5MT / sqm and upto 10 MT / sqm The % of 5% or 7.5% is applicable for estimation of amount of lumpsun item of ESR. for extra item due to change from individual foundation to raft , actual incrase in concrete and stell be paid as per relevant DSR item.
-
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The rate shall be increased by 30% for bearing pilers upto depth of 10 m and for further increased in depth by 5 m each it shall be increased by another 10 % these rates are applicable where raft is not feasible, for pile foundations sulphate resistant cement shall only beused single pile for hthe column is not permitted, group of piles shall be designed with pilw cap for eac column of ESR.
-
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The Rates are applicable for staging height of 12M these rates shall be increased of decreased for per metre variation in this staging height as below:
-
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12to16M staging - 2% per metre
-
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16to 20 M staging-3% per metre
-
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20M and above -4%per metre
-
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For 17M staging height, percentage calculation will be like below:
-
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12to16M --- 4X2 - 8%
-
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16&17M --1x3%=3% total= 11%
-
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For 21M staging height, percentage calculation will be like below:
-
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12 to 16 M -- 4x2=8
-
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16to20M -- 4X3%=12%
-
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20 & 21 m -- 1X 4% Total = 24%
-
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Following rates are for seismic zone III For zone iv theses rates shall be increased by 5% and for zine II these rates shall be decreased by 5% concerned executive engineer shall confirn the seismic zine for the scheme from seismic zone splan before estimation and adoopt appropriate rates as per actual seismic zones ( ( seismic maps attached in this CSR).
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Notes
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Conditions from Sr. No 1 to 10 shall form a part and and parcel of the tender and must be included in the draft tender papers for works of R.C.C. E.S.R.
-
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Conditions from sr. No 1 to 11 to 16 are for estimation purpose only and shall not appear in the tender.
-
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Rates for RCC ESRs
-
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Cost of 25000 litres Capacity (Add 5 % for Structural Design and 10 % Contractor Profit)
25000
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Providing coarse clean Sand filling in foundation trenches or plinth including ramming & watering in layers not exceeding
167.91
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Providing designation 75B one brick flat soling joint filled with local sand including cost of watering taxes royalty all complete as per
433.21
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Providing P.C.C M-150 with nominal mix (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm graded and clean coarse sand of FM 2.5 to 3 including screening shuttering mixing cement concrete in cement mixer & placing in position , vibrating, striking, curing. royalty and taxes all complete job as per building specification and direction of E/I.
64.98
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-
Providing designation 75 A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials raking out joints to 15mm depth , curing, taxes and royalty all complete as per building specification and direction of E/I.
17.52
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-
Reinforced cement concrete work in beams, suspended floor, roofs having slope up to 15'' landing, balconies, shelver, chajjas , lintels, bands, plan window sills, staircases and spiral stair case above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size)
1.54
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-
Reinforced cement concrete work in wall (any thickness),including attached pilasters,buttresses,plinth and string course,fillets,Coloumns,pillars,piers,abutments,post and struts etc. above plinth level upto floor level,excluding cost of centering,shuttering,finishing and reinforcement. 1:1.5:3 I1 cement:1.5 coarse sand(zone-III),:3 graded stone aggregate 20 mm nominal size)
-
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Columns
1.2
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Centering and shuttering including strutting,propping etc. and removal of form for
-
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Lintel.Beams,Plinth Beams,Girders,Bressumers and Cantilevers.
6.93
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-
Wheather Shed,Chujjas,Corbels etc. including edges
17.01
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-
Columns,Pillars,Piers,Abutments,Posts and Struts
13.04
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-
Providing Tor steel reiforcement of 8mm. 10mm, 16 mm& 20mm dia. Bars as per approved design and drawing excludinjg carriage of M.S. bars to work site, cutting, bendig and binding wiith annealed wire with cost of wire, removal of urst placing the rods in position all complete as per building specification and direction of E/I.
0.29
-
-
Providing 12 mm Thk. cement plaster(1:6) on walls with clean coarse sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I
339.36
-
-
Providing two coats snow cem coats over new surface with approved quality of lime including cost of cleaning surface thoroughyy ad removing the scales of smoke and moss marks with jhama rubbing, scaffolding, washing, of floors and taxes all complete as per building specification and direction of E/I.
-
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-
Total Platered Area
339.36
-
-
Supplying, fitting & fixing M.S. grill made of 20 x 6 mm flat as per approved design and drawing properly fabricated with joints continuous fitted, welded and finished smooth, hoisting as per building specification and direction of E/I.
405
-
-
Supplying and fixing rolling shutter of approved made of required size m.s. laths,interlocking together trough their intire length and jointed together at the end by end locks,mounted on specially designed outside locking with push and pull operation complete,including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength comforming to IS:4454 Part-I and M.S. top cover of required thickness for rolling shutters.
-
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80x1.25 mm M.S laths with 1.25 mm thick top cover
18.72
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Galvanished wire mesh of average with of aperture of 1.4 mm and nominal dia of wire 0.63 mm
22.5
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Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface
64.62
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-
Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly,scaffolding and taxes, all complete as per building specification and direction of E/I.
64.62
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-
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....
Anodised aluminium
193.68
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Providing and fixing glazaing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket With float glass panes of 4.0mm thickness
22.5
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Structural steel work riveted bolted or weldedin built up section,truss and fixed framed work ,including cutting,hoisting,fixing in position and applying a priming coat of approved steel primer all complete.
29249.52
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Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
1415.54
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Providing and fixing precoated galvanised steel sheet Roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
20.9
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Grid-7-11-Gutter
41.8
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with sea; ring conforming to IS:5382, leaving 10mm gap for thermal expansion, Single socketed pipes
-
-
-
110 mm Rain water pipe
87
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
-
-
-
Coupler - 110mm
30
-
-
Bend - 110mm
20
-
-
Shoe - 110
10
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Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete
-
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-
110 mm
60
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Carriage of materials
Bricks Lead = 7.+1 km
21.2
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Sand lead = 10 km
235.34
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Stone chips lead = 10 km
58.75
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GST@18%
0.18
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Labour cess@1%
0.01
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Evaluation Notes How It Works ?
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