Directorate Of Construction Services And Estate Management Tender
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Directorate Of Construction Services And Estate Management - DCSEM Tender
Electronics Equipment
Electrical and Electronics
Eprocure
Opening Date9 Aug 2023
Closing Date20 Sep 2023
Tender Amount₹ 1,08,00,000
Costs
EMD
₹ 2,16,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_DCSEM_765815_1Bid Award Id
ViewTender No
DCSEM/CQD/QSC/GSS/23-24/ NIT-24, Dt.07.08.2023Tender Authority
Directorate Of Construction Services And Estate Management ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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MS Fabrication :
Supply, fabrication and installation of supports using MS channel/angle / flat/ chequred plate /MS rod hangers etc. including painting with two coats of primer and two coats of epoxy paint of approved shade as per instructions of EIC.
3000
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Emergency power supply Panel: Supply, assembly, installation, testing & commissioning of Emergency power supply Panel with the following swicthgears of size 310mm(d)X1050mm(w)X1880mm (h) cubical panel for Zerlina building as per the specification and as instructed by EIC. 1) 250A tinned copper bus bars( 3-ph and Neutral) -1set 2) 250/5A Resin cast pipe CTs-3nos. with interconnection of 1.5sqmm copper flexible wire 3) Multifunctional meter similar to EM6400NG -01 nos. 4) 4 pole,230A, solinoid operated ATS simlar to series 300 with Group G controller of M/s ASCO makes -1set 5) 250A 4P MCCB Thermal magnetic release(DU250,36KA)-1no. Similar to M/s L&T make Cat no.CM98065OOPO
6) 125 4P MCCB Thermal magnetic release (DU250,36KA)-3no.Similar to M/s L&T make Cat no.CM98065OOMO
7) 63A 4P MCCB-Thermal magnetic release(DN0-100D ,36KA)-4nos.Similar to M/s L&T make Cat no.CM97919OOH2OG
8) 32A 4P MCCB-Thermal magnetic release(DN0-100D ,36KA)-3nos. Similar to M/s L&T make Cat no.CM97919OOE2OG
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Emergency power supply Panel: Supply, assembly, installation, testing & commissioning of Emergency power supply Panel with the following swicthgears for OYC Anushakti Bhavan as per the specification and as instructed by EIC. 1) 400A tinned copper 3phase & nutral bus bar -1set 2) 400/5A Resin cast pipe CTs-6nos. with interconnection of 1.5sqmm copper flexible wire 3)Multifunctional meter similar to EM6400NG -2nos. 4) 4 pole,400Amp solinoid operated ATS simlar to series 300 with Group G controller of M/s ASCO makes -1set 5) 400A 4P MCCB Thermal magnetic release (DU400N,36KA)-01no.Similar to M/s L&T make Cat no.CM98065OORO 6) 160A 4P MCCB Thermal magnetic release (DU250,36KA)-3no.Similar to M/s L&T make Cat no.CM98065OONO(36KA)-3no. 7) 125A 4P MCCB Thermal magnetic release (DU250,36KA)-3no.Similar to M/s L&T make Cat no.CM98065OOMO-3no. 8)63A 4P MCCB Thermal magnetic release (DN0-100D ,36KA)4nos.Similar to M/s L&T make Cat no.CM97919OOH2OG-01no.
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ATS Panel: At Serverr room, Anushakti Bhavan. Supply, assembly, installation, testing & commissioning of 4 pole,230Amp solinoid operated ATS simlar to series 300 with Group G controller of M/s ASCO make with powder coated enclosurel with sufficient room for cable end termination etc. with all required accessaries as per the specification and as instructed by EIC.
1
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Plint Foundation : Plint Foundation for exhaust piping as per enclosed drawings including earth excavtion upto required depth,soling,reinforced Cement Concrete of grade M-30 ,Providing,laying & binding FE-500 grade steel, M16 bolts,stiffner plates,removing & fixing of shuttering with MS plate and disposing of the surplus earth BMC approved dumping ground etc. and any other materials which is required for foundation , all complete as per specifications, drawing no.DCSEM/SDS/ZER/DG EXHAUST/02/9230 and as directed by the Engineer in Charge.
2
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DG foundation: DG Foundation as per enclosed drawings including earth excavtion upto required depth,soling,reinforced Cement Concrete of grade M-30 ,Providing,laying & binding FE-500 grade steel,removing & fixing of shuttering with MS plate and disposing of the surplus earth to BMC approved dumping ground etc. and any other materials which is required for foundation all complete as per specifications, drawing no.DCSEM/SDS/ZER/DG EXHAUST/01/9229 and as directed by the Engineer in Charge.
2
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125A VTPN 8WAY DB: Supply,installation,testing & commissioning of 125A MCCB VTPN,8 way DB, IP43,IK-09 with metal door Cat no.507747 of M/s legrand make consist of following including cable end box. 1) 4P 125A MCCB(36KA)-01no. Similar to M/s legrand make DRX125hp
2) 4P 63A MCB-04no, 3)1P 32A MCB-12 no.
3
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63A ETPN,8 way DB: Supply,installation,testing & commissioning of 63A MCCB ETPN,8 way DB , IP43,IK-09 with metal door Cat no.507727 of M/s legrand make consist of following.1) 4P 63A MCB-01no. 2) 2P 63A,30mA, RCCB-03no,3) Single pole 20A,MCB-18nos.including cable end box.PPI kit etc.
10
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8 way,SPNDB: Supply,installation,testing & commissioning of SPNDB,8 way, IP43,IK-09 with metal door Cat no.507611 of M/s legrand make consist of following.1) 2P 40A RCCB,30mA-01no. 2) Single pole 6A,MCB-06 nos.etc.
13
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LT cabling in ground:
Supply, installation, testing & commissioning of 1.1 kV XLPE insulation, extruded PVC inner sheathed, G.I flat steel strip armoured, extruded PVC outer sheathed cable conforming to IS 7098 Part-I with latest amendments, in ground at a depth of 900 mm below ground level including sand bedding, laying of baked bricks on side & top, reinstatement, back filling, dewatering, consolidation etc. providing brass cable number tag etc. and all as per instructions of the E-I-C & of the following sizes. NOTE: Excavation of earth shall be measured seperately
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4CX2.5 sq.mm copper control cable
30
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2nos.X 3.5CX185sqmm Al.conductor XLPE cable
10
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2nos.X 3.5CX240sqmm Al.conductor XLPE cable
10
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LT cabling in hume/G.I pipe:
Supply, installation, testing & commissioning of 1.1 KV XLPE insulation, extruded PVC inner sheathed, G.I flat steel strip armoured, extruded PVC outer sheathed cable conforming to IS 7098 Part-I with latest amendments,in Hume pipe/G.I pipe providing brass cable number tag etc. and all as per instructions of the E-I-C & of the following sizes.
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4CX2.5 sq.mm copper conductor XLPE control cable
30
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2nos.X 3.5CX185sqmm Al.conductor XLPE cable
10
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3.5CX70 sq.mm Al. conductor XLPE cable
60
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2nosX 3.5CX240sqmm Al.conductor XLPE cable
10
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LT cabling in trench:
Supply, installation, testing & commissioning of 1.1 kV XLPE insulation, extruded PVC inner sheathed, G.I flat steel strip armoured, extruded PVC outer sheathed cable conforming to IS 7098 Part-I with latest amendments, fixed on trench 3mm thick clamp made of suitable G.I Flat support fixed with coach screws/anchor fasteners, all fixing accessories, etc. providing brass cable number tag etc. and all as per instructions of the E-I-C & of the following sizes.
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4CX2.5 sq.mm copper conductor XLPE control cable
30
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2nos.X 3.5CX185sqmm Al.conductor XLPE cable
10
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2NOS.X3.5CX240 sqmm Al.conductor XLPE cable
30
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LT cabling on wall:
Supply, installation, testing & commissioning of 1.1 kV XLPE insulation, extruded PVC inner sheathed, G.I flat steel strip armoured, extruded PVC outer sheathed cable conforming to IS 7098 Part-I with latest amendments, fixed on wall with grouted in wall/anchor fasteners, Note:-
1) MS angle bracket & GI clamp 3mm thick for 3.5x240sq.mm Al. cable & 3.5cx185sqm Al cable .
2) 16 SWG G.I. fabricated saddle & 4-5mm thick G.I spacer for 4CX2.5 sq.mm copper control cable & 4cx6sqmm copper cable & 3.5cx70sqmm Al. cable & 4CX 10 sq.mm Al cable all fixing accessories, etc. & all as per instructions of the E-I-C & of the following sizes.
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4CX2.5 sq.mm copper conductor XLPE control cable
70
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4CX 10 sq.mm Al conductor XLPE cable
120
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4CX 6 sq.mm cooper cable conductor XLPE cable
30
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4CX70 sq.mm Al conductor XLPE cable
200
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2nos.X 3.5CX185sqmm Al.conductor XLPE cable (Zerlina DG set)
70
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2nosX 3.5CX240sqmm Al.conductor XLPE cable (Anushakti Bhavan DG set)
65
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End Joints: End jointing of following sizes of cable by crimping with supply of all jointing materials like solderless tinned copper cable socket, double compression brass cable glands, gland earthing, insulation tape, flux, duplicate interconnection between gland earthing strip & to the nearest earthing bus terminals as per the drawings, specifications and as per the instructionss of Engineer-in-charge.
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4CX2.5 sq.mm control cable
8
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4CX6 sq.mm/4CX10 sq.mm Al conductor cable
30
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4CX16 sq.mm/ 4CX25sq.mm/4CX35 sq.mm Al conductor cable
13
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3.5CX50sqmm/3.5CX70sqmm/3.5CX95 sq.mm Al conductor cable
15
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3.5CX120/150/185/240 sq.mm Aluminuim conductor cable
28
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HDPE Pipe:
Supply & installation of Double Wall Corrugated (DWC) HDPE PIPE of dia 200/172 mm to be laid in ground with necessary joints, supports excluding excavation. Spares HDPE pipe shall be sealed properly.
50
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Earthing System:
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Earthing station : Providing earth station with heavy dipped GI earth plates electrode 600 x 600 x 6.0 mm in size at the depth minimum of 2.5 m below ground level (bottom of Plate) confirming to IS 3043 complete with all required materials like coke / charcoal, salt, G.I nut bolts, washers, 19 mm dia GI pipe (B class), 150 mm thick concrete wall chamber duly plastered having size of 500 x 500 x 500 mm, heavy duty (minimum 6 mm thick) M.S chequred plate cover, associated materials like 40 x 40 x 5 mm angle iron frame work, hinged locking arrangements, complete with funnels, GI test links (50 x 6 mm), two runs of 25 x 6mm G.I strips for connecting G.I plate & test link etc. including excavation of ground in all types of soils, refilling & removal of excess earth within a radius of 3000 m etc. all as required & instructed by Engineer-in-charge. Note:- 1. The chamber cover & frame shall be got approved by Department & painted with two coats of red oxide & one coat of enamel paint.
2. Painting of earth value & test date on cover plate.
3. All earthing stations in one building shall be interconnected to each other
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Earthing Strip : Supply, installation, testing & commissioning of heavy dipped 25mm X 6mm GI strip fixed to wall / slab / column / beam with 16 SWG thick GI saddle or in ground at a depth of 750 mm below ground level including excavation in all type of soil, refilling and removal of excess earth within a radius of 3000 mtrs., temporary reinstatement and back filling of trench, interconnection of earth strips / wires with GI nut bolts & washers, 4-5 mm thick GI Spacer, painting with two coats of black bituminous compound for earth strip in ground and green colour enamel painting for strip on surface etc. all as required & instructed by the Engineer-in-charge. Note: 1) Jointing of the earth strip shall be brass bolt & nut only aslo with solder joints. 2) Jointing of the earth wire shall solder joints only.
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25 x 6 mm G.I strip in ground
400
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25 x 6 mm G.I strip on wall
350
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Miscellaneous items
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Insulating Mat :
Supply and fixing in position of class-A insulating mat for protection to operators for working voltages upto 3.3 kV as per IS 15652 - 2006 of size 1000 mm (W) x 2 mm (thickness)
20
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Providing and fixing carbon di-oxide (CO2) type fire extinguishers conforming to IS 15683 and cylinders fully charged of 4.5kg capacity.
20
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Supply and fixing of foam fire extinguishers, portable type 9 litres capacity ( IS 15683) hanged on wall with bracket complete as required.
10
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Supply & fixing of ABC type Fire extinguisher (IS 15683) - 5 kg capacity
20
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Providing first aid box as approved by St.John Ambulance Brigade/Indian Red Cross conforming to IS 2217-1963 including necessary wall mounting MS frame etc. as required.
2
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Supply and fixing shock treatment chart in three languages with necessary lamination mounted on wooden frame with 5 mm thick glass as required ( approx front area 1.20 sq.mt)
2
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Dismantling /disconnecting of existing 2nos.3.5cx120sqmm cable from wall/panel ,rerolling & shifting to DCSE store/TVS store from Zerlina building i/c loading,unloading transport etc
1
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Dismantling /disconnecting of existing LT panel in meter room , shifting to DCSE store/TVS store from Zerlina building i/c loading,unloading transport etc
1
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Earth work excavation in foundation pits, plinth /tie beams, trenches, walls, etc. in all soils other than soft and hard rock depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 150mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distanceof 150m including spreading and levelling with all lifts etc. complete as per specifications, drawings and as directed by the Engineer-in-charge.
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Depth not exceeding 1.50m from ground level.
30
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Depth exceeding 1.5m & up to 3.0m from ground level
10
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Depth exceeding 3.0m & up to 4.5m from ground level
5
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Earth work excavation in foundation pits, plinth /tie beams, trenches, walls, etc. in soft rock depths mentioned below including shoring if necessary, dressing the sides, trimming,ramming and preparing the bed for foundationand refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 150mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150m including spreading and levelling with all lifts etc.complete as per specifications, drawings and as directed by the Engineer-in-charge.
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Depth not exceeding 1.50m from ground level.
10
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Depth exceeding 1.5m & up to 3.0m from ground level
5
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Depth exceeding 3.0m & up to 4.5m from ground level
5
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Earth work excavation in foundation pits, plinth/ tie beams, trenches etc.in hard rock by chiselling or by using machine such as Poclain with Jack hammer etc. upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming and preparingthe bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding150mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150m etc. all complete as per specifications, drawings and as directed by the Engineer in Charge.
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Depth not exceeding 1.50m from ground level.
10
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Depth exceeding 1.5m & up to 3.0m from ground level
5
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Depth exceeding 3.0m & up to 4.5m from ground level
5
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Dismantling brick works, PCC, RR Masonry works etc. by chiselling at all floors and levels including scaffolding, stacking of serviceable materials and disposing of unserviceable materials within distance of 150m & all as perspecifications & as directed by the Engineer- in-charge.
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Dismantling RCC works by chiselling at all floors and levels including scaffolding, cutting of reinforcement bars by gas cutting straightening & stacking of steel bars and disposing of unserviceable materials within a distance of 150m & all as per specifications & as directed by the Engineer- in- charge.
5
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Clearing/ cleaning of site by cutting and removing of grass and wild vigetation, bushes,uprooting the shrubs, trees and sapling of girth upto 300mm measured at a height of 1m above ground level etc. around the building and open areas in the vicinity of the individual building along foothpaths, nullahs, road burms and open spaces etc. as per location shown by Engineer-in- charge , including uprooting the same manually / with pahavda, or by other means and disposing off same mechanically in to dumping pits / areas out located at different locations with all leads including cost of tools and plants etc.complete all as directed by Engineer in charge Note :- i) Mode of measurement will be as per the actual areas where grass and wild vegetation is cut o ruprooted and their locations/ areas to be got approved before commencement of cutting the grass, vegetation or whenever directed. ii) The work has to be carried out as and when and whenever directed, during the concurrence ofcontract. iii) The cut grass shall be removed immediately from the site under no circumstances, it shall be allowed to burn. The contrator shall be held responsible if the heap of the cut grass is burnt by any one at any time. iv) The contractor should deploy the number of labours as per the requirement of Engineer incharge.
100
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Cement concrete of specified grades at alllocations & depths for the following works using graded stone aggregate of 20mm maximum size including necessary form work, machine mixing,transporting, placing in position consolidation,finishing, curing etc. complete all as per specifications, drawings & as directed by the Engineer in Charge. Note:Nominal reinforcement if provided shall be measured & paid under relevent item.
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PCC of grade M15 in sub base flooring, foundation, pedestals, cable pits, cable trenches, plinth protection etc.
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Reinforced Cement Concrete of grade M-30 in foundation, plinth & superstructure for all type of Structural/ RCC elements conforming to IS456-2000 , IS 3370 (latest) and IS 13290-2002 using 20mm. maximum size down graded stone aggregate including machine mixing, conveying,placing in position, mechanical consolidation,finishing, curing etc. complete as per specifications and drawings for the following etc. complete as directed by Engineer -in-Charge. Notes for reinforced cement concrete. a) Cement for structural works shall be OPC/PPC ISI marked and duly approved by the Engineer-in-charge b) PPC/blended cement of ISI marked shall only be used for finishing works on prior approval of Engineer-in-charge. c) All RCC work shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings and specifications. d)The rates for RCC works shall be exclusive of cost of reinforcement and form work unless otherwise mentioned. e) All coarse aggregate to be of 20mm.maximum size & uniformly graded unless otherwise mentioned.f) The minimum cement content for water tank shall not be less than 330 kg/cum and not more than 400 kg/cum.g) For all RCC items, the rates quoted shall include the following without any extra cost to the Department :i) Fixing at correct level and in proper alignment the inserts, pipe sleeves, pipebends, hooks, puddle flange,other pipe specials and embeded parts etc. supplied by /through the dept.ii) Cut outs, nitshes, pockets, construction joints etc.h)Test for Concrete shall be done as per IS 456-2000 and the cost of the same shall be borne by the contractor
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For all type of structural / RCC elements with all geometrical shapes.
20
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Extra for providing RMC (Ready Mixed Concrete)for all type of structural/ RCC elements & PCCworks confirming to IS 4926 (latest) in lieu ofconventional RCC items and PCC items supplied by approved RMC manufactures includingtransporting, pumping etc. as per instructions ofthe Engineer -in- Charge.Notes :- i) The contractor shall obtain prior approval forRMC manufacturer from Engineer in Chargein writing.ii) The rate shall apply for all levels andlocations including all type of structure etc.iii) Extra for RMC in lieu of conventional RCC andPCC of any grade mentioned elsewhere in shallbe measured and paid under this item
20
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Providing, erecting, fixing in position striking /removing and cleaning steel / timber shuttering & centering for form work infoundation , plinth or tie beams,lift pits, cable trenches, electrical pits etc. at all locations for all geometrical shapes inplain,curved surfaces of structural / RCCelements including chamfers, splays, keys,wedges, props, rails, bracings, brackets,cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications drawings and as directed by the Engineer-in-charge. .a) Area of form work in contact with concrete shall only be measured for payment & stopboards for construction joints etc. will not be measured for payment.b) The rate for formwork shall include all type ofstructural/ RCC elements and all geometrical shapes including circular and any other curved surfaces.c) For double/ multi stage shuttering design calculations and details / drawings for scaffolding shall be submitted by the contractor well in advance. Prior written approval of form work shall be obtained from Engineer in Charge, before commencement of work.
70
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Reinforcement for RCC work includingsupplying, delivering, storing of various diameters as required at site of work includingloading, unloading, transporting, decoiling,straightening, cutting, bending, placing inposition at all locations & levels and bindingwith 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications,drawings & as directed by the Engineer incharge.Note:i)The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.ii) Fusion Bonded Epoxy Coating shall be carried out as per IS 13620:1993 latest edition .iii) The contractor shall obtain prior written approval in advance from the Engineer- in- charge for the factory for Fusion Bonded Epoxy Coating of reinforcement steel.
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Fusion Bonded Epoxy Coated ThermoMechanically Treated bars of grade Fe-500D manufactured by SAIL, TATA STEEL, and RINL only .
2
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Disposing off the surplus excavated materials by mechanical transport within lead of 5 KM in OYC,Zerlina builing with all lifts, loading,unloading, as per specifications & as directedby the Engineer in Charge.Notes i) Voids @ 20% for soils and 50% for soft / hardrock shall be deducted from fully loaded truck measurements to arrive at the net quantity for payment, in case direct measurement is not possible.ii)Royalty for excavation, transportation, filling of earthwork etc. including obtaining permissionfrom statutory authority, if any shall be borne by the contractor.
30
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Providing and laying dry rubble stone hard core soling of following consolidated thickness in sub base to floor and in plinth protection to requiredlevels and lines with first quality rubble, handset, well packed including providing and filling the interstices with smaller stone chips,of approved quality supplying & finishing / blinding thesurfaces with approved blinding quality murrum/ stone dust including watering,consolidation etc. all complete as per specification drawings & as directed by Engineerin Charge. Note:- The smaller stones for filling interstices and murrum/stone dust shall be supplied by the contractor.
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230mm consolidated thickness.
35
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Providing and laying/ fixing in position serrated rubber neo-prene pads at all floors and levels of size 200 x 200 x 50 mm thick of approved quality and make as vibration absorbers for 200kva DG set /pump/ machine foundation etc. complete including cutting to the required sizes, wastages etc. all complete as per specifications, drawings and as directed by the Engineer-in-Charge.
15
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SUPER-STRUCTURE:- Reinforced cement concrete of grade as specified in drawing super structure conforming to IS 456-2000,IS 13920 atall floors and levels for all structural members inall geometrical shapes/ design as per drawings using graded stone aggregate of 20mm and down graded including machine mixing,conveying, placing in position, mechanical consolidation, finishing, curing, etc. complete allas per drawings, specifications & as directed by Engineer in Charge.Super structure items included in this schedule pertains to all the works above plinth level upto roof including parapets, water tanks,machine room, terrace level works etc. unless specified otherwise. Notes for Reinforcement Cement Concretye works.a) All RCC works shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings,specifications and as directed by the Engineer in Charge.b) The minimum cement content shall not be less than 330 kg/cum and not more than 400 kg/cum.c)The rates for RCC works shall be exclusive of cost of reinforcement and form work unless otherwise mentioned.d)All coarse aggregate to be 20mm. maximum size and uniformly graded unless otherwise mentioned.e)For all RCC items, the rates quoted shall include the following without any extra cost to the Department.i) Spacers to maintain clear cover for reinforcement.ii) Fixing at correct level and in proper alignmentthe inserts, pipe sleeves, pipe bends, fan hooks,other pipe specials etc.supplied by/ through the Department. iii) Cut out in slabs, construction joints etc. iv)Test for concrete shall be done as per IS 456-2000 and the cost of the same shall be borne by the contractor.
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a) For all type of Structural/ RCC Elements with all geometrical shapes.(M30 Grade)
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Extra for providing RMC (Ready MixedConcrete) conforming to IS 4926 (Latest) in lieuof conventional RCC and PCC items of specifiedgrade, supplied by approved RMC manufacturersincluding transportation, pumping etc.,completeas per instruction of Engineer in Charge. Notes :- i) This item shall be measured in addition to the original items of RCC and PCC mentioned elsewhere in Schedule of Quantities for superstructure.ii) The contractor shall obtain prior approval ofRMC manufacturer from Engineer in Charge inwriting.iii) The rate shall apply for all levels and locations including all type of structure etc.
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For all type of Structural/ RCC Elements with all geometrical shapes.(M30 Grade)
15
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Providing, erecting, fixing in position, striking /removing and cleaning steel / timber shuttering& centering for form work including single/multiple staging at all level & locations for all geomatrical shapes in plain curved surfaces ofstructural / R C C elements and including rails,bracings, props, brackets, cutting holes forpipes etc., providing & applying approved formoil on all surfaces of form work coming incontact with concrete including close hacking of all exposed concrete work after removal of formwork, all materials, labour etc. complete as per specifications, drawings & as directed by th eEngineer in Charge. Notes:- i) For double/ multi stage shuttering design calculations and details/ drawings for scaffolding shall be submitted by the contractor well inadvance. Prior written approval of form work shall be obtained from Engineer in Charge,before commencement of work.ii) Area of form work in contact with concrete shall only be measured for payment and stopboards for construction joints will not be measured for payment. iii)The rate of formwork shall include all type of structural / RCC elements and geometrics hapes including circular and any other curveds urfaces at all level and floors including single/multiple staging etc. complete.
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All type of structural / RCC elements including all geometric shapes and single /multiple staging.
20
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Reinforcement for RCC work including supplying steel bars of various diameters as required at site of work including loading, unloading,transporting, decoiling, straightening,cutting,bending placing in position and bindingwith 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications,drawings & as directed by the Engineer incharge. (Cost of binding wire shall be borne by the contractor & shall not be measured for payment).
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Fusion Bonded Epoxy Coated ThermoMechanically Treated bars of grade Fe-500D manufactured by SAIL, TATA STEEL, and RINL only .i)The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.ii) Fusion Bonded Epoxy Coating shall be carried out as per IS 13620:1993 latest edition .iii) The contractor shall obtain prior written approval in advance from the Engineer in-charge for the factory for Fusion Bonded Epoxy Coating of reinforcement steel.
1.5
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Providing and fixing roofing including facia etc with 'Galvalume' toughened permanently colour coated roofing sheet 0.5mm thick of M/s CRIL 'HISPAN' with special Polyester colour coating of 20 microns thickness (DFT) on exposed surfaces and 5 microns , (DFT) on unexposed surfaces over 5 microns , (DFT) of Polyester primer on both surfaces of CRCA sheet of 550Mpa with hot dip coating of 150 gms/ SqM Aluminum Zinc Alloy confirming to ASTM A-792M-02-AS 1397 all as per manufacturers specifications of approved shade and colour, fixing to trusses at all levels including placing and fixing in position, bending to shape, cost of all materials, labour, tools and plants required for completion of work, all overlaps, metering wherever necessary, stainless steel anchor bolts, nuts, washers, making the roof leak-proof all as per manufacturer's specification all etc. complete as per drawings and as directed by the Engineer in Charge Note : - i) The plan area of the roof covering shall only be measured irrespective of any geometrical shape and size. The quoted rate shall include the additional sheets required to bring the required shape and sizes as shown in drawings including fins, facia, gutters ,wastages, overhanging etc. Complete as instructed by the Engineer in Charge. ii) The quoted rate shall include cost of all accessories, including fixing in position anchor fasteners, stainless steel nut & bolts of required grade and other accessories etc.as required to complete the work complete with all respect. Nothing extra shall be paid on this account. iii) The contractor should submit the samples for approval before taking up any actual work at site iv) The work should not start without scaffolding and other safety arrangements. In case of any type of accident contractor is fully responsible. Safety majors should strictly followed as per norms given in CPWD.
30
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Providing and fixing central ridge on roofing including facia etc with 'Galvalume' toughened permanently colour coated roofing sheet 0.5mm thick and 0.5 mm width of M/s CRIL 'HISPAN' with special Polyester colour coating of 20 microns thickness (DFT) on exposed surfaces and 5 microns , (DFT) on unexposed surfaces over 5 microns , (DFT) of Polyester primer on both surfaces of CRCA sheet of 550Mpa with hot dip coating of 150 gms/ SqM Aluminum Zinc Alloy confirming to ASTM A-792M-02-AS 1397 all as per manufacturers specifications of approved shade and colour, fixing to trusses at all levels including placing and fixing in position, bending to shape, cost of all materials, labour, tools and plants required for completion of work, all overlaps, metering wherever necessary, stainless steel anchor bolts, nuts, washers, making the roof leak-proof all as per manufacturer's specification all etc. complete as per drawings and as directed by the Engineer in Charge
10
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Supply and erecting & fixing in position GI chain link fencing above GL level to MS angle supports using chain link fenc of 8g mesh size 50x50mm including supply & fixing of 6mm dia.MS rod with necessary nuts & bolts etc complete & painting existing steel works & chain link with two coats of synthetic enamle paint over a approved primer as per specification ,drawings as directed by the Engineer in charge.
50
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Structural steel work in frames, covers, usingangles, tees, flats, bars , chequered plates,inserts fabricated out of mild steel bars, ISMC,ISMB, ,angles, pipes , plates and diaphram plates for expansion joints etc. of all shapes, sizes including supplying, cutting, fabricating, welding, erecting, making holes/chases wherever required and fixing/embedding in position in concrete/brick workwith necessary hold fasts/ screws & rawl plugs and finishing the concrete/ brick work afterfixing /embedding including painting two coatsof anticorrosive bitumastic paint on allunexposed surfaces and two coats of syntheticenamel paint of approved make and colour onall exposed surfaces over a coat of approvedsteel primer etc. complete as perspecifications, drawings and as directed bythe Engineer in charge. Note: - i) The structural members are mainly use for roof truss including nuts, bolts, stiffner plates, members RHS 220x140x6 mm thick, RHS 80x 40x4 mm thick, height and other details provided in drawings and etc. Complete as instructed by the Engineer in Charge.ii) The work should not start without scaffolding and other safety arrangements. In case of any type of accident contractor is fully responsible. Safety majors should strictly followed as per norms given in CPWD.
2000
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