Tender For Provision Of Infrastructure For Project Sudarshan At Af Stn Digaru.; SCHEDULE A Part - I (BUILDINGS/STRUCTURES WORK)SCHEDULE A PART -I (BUILDING WORK/ SUN SHELTER)Design, Construction and Erection of LGSFS framed buildings of covered shed 02 Nos of size (55x15x10)M having cantiliver span of 15 mtr alongwith necessary excavation work, RCC footing, pedestal, stanchion, rafter, purlin, roof sheeting and all miscllaneous work completeall as specified and as shown on approved drawings with following details :-(i) Foundation : RCC framed column, footing with concrete grade M 25 (As per Design)(ii)Hybrid Structure: Hot rolled Steel sections as per design & conforming to IS 800 will be used along with CFS as per design.Designing, providing, installing and fixing factory finished custom designed cold form Steel Framed super structure comprising of steel wall panel, trusses, purlins etcmanufactured out of Minimum0.75 mm thick steel as per design requirements. The steel shall be galvanized (AZ-150 GSM or GI of 275 GSM having yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875- 1987 (Part-I; Dead Load , Part-II; Imposed load, Part-III; wind load , Part-IV; Snow load, and Part-V; Special load & load combinations), IS 800- 1984 (Code of practice for general construction in steel) and IS: 801- 1975 (Code of Practice for Use of Cold Formed Steel Structural Members In General BuildingConstruction). The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as STAAD PRO V8i/ArchitekV2.5.16/ Revit architecture 2011 or equivalent. Note:-(i) PEB structure to be designed to withstand 180 Km/hr (both in line and cross winds) and based on soil parameters.(ii) The rate quoted shall deemed to include the cost of designing and vetting of design of PEB structures by IITs/ NITs. The design (showing full calculations and details) vetted by IITs/ NITs shall be submitted to the departmentas per time schedule. (iii)Suitable eves gutters and rainwater downtake pipes as required shall be provided to divert rain water from the roof to ground level . (iv) The rate quoted is deemed to include the cost for provision of necessary arrangement for fixing light fittings.(v) The rate quoted is deemed to be excluding the PQC flooring and the same shall be measured and paid separately. 2 (Srl Item no. 1.00 Contd...)The framing section shall be cold form C-type having minimum web depth 89 mm x 41mm flange x 11mm lip in required length as perstructural design requirement duly punched with dimple/slot at required locations as perapproved drawings. The slots will be along center line of webs and shall be spaced minimum250mm away from both ends of the member.The frame can be supplied in panelized or knock down condition in specific dimensions andfastened with screws extending through the steel beyond by minimum of three exposed threads.All self-drilling tapping screws for joining the members shall have a Type II coating in accordancewith ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over EPDM rubber using self-expanding carbon steel anchor bolt of dia as per approved drawings, design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC and located not more than 300mm from corners or termination ofbottom tracks complete in all respects.Cladding : External Cladding will consist one layers of 8mm FCB type A for external use, with building wrap sandwiched between Structure frame & Cladding. Internal cladding will consist 8mm FCB type A.EIFS : Providing and fixing EISF finishing system on external face of building consisting of ExpandedPolystyrene (EPS) 25mm thick fixed to FCB both mechanically and with adhesive. Base Coat withmodified polymer based synthetic cement compound reinforced with synthetic fiber mesh. Top Coat stuccos applied in two coats, the scratch and brown coats applied with Acrylic finishes providing protection and beautifying to the finished wall system. 3 (Srl Item no. 1.00 (Contd...)Roofing : For all structures, the roof will be PPGI / GL of 0.5mm TCT color coated.Painting :Internal Paint will be acrylic based over putty. External paint will be weather coat of acrylic baseover putty with grooves detailedNote :- (i) The rate quoted shall deemed to include the cost of designing and vetting of design by any IITs/ NITs. The design (showing full calculations and details) vetted by IITs/ NITs shall be submitted to the departmentas per time schedule. (ii) Size of buildings shall be as per Architechtural drawings.(iii) The rate quoted is deemed to include the cost for provision of necessary arrangement for fixing light fittings.(iv) The rate quoted is deemed to be excluding the PQC flooring and the same shall be measured and paid separately. 4 Construction of 01 Block of GARAGE FOR LOADING VEHICLE in single storey configuration with RCC framed structure and permanent specification complete all as specified and as shown in drawing. 5 Construction of 01 Block of GARAGE FOR TRANSPORT VEHICLE in single storey configuration with RCC framed structure and permanent specification complete all as specified and as shown in drawing. 6 SCHEDULE A PART- II ( SITE CLEARENCE AND DEVELOPMENT ) Details of prepriced Schedule is given in tender documents 7 SCHEDULE A PART- III( INTERNAL ELECTRIFICATION)Details of prepriced Schedule is given in tender documents. 8 SCHEDULE A PART-IV ( FIRE POINT SHED )Details of prepriced Schedule is given in tender documents. 9 SCHEDULE A PART- V (SIGN BOARD)Details of prepriced Schedule is given in tender documents. 10 SCHEDULE A PART- VI (RCC FIRE SYMBOL)Details of prepriced Schedule is given in tender documents 11 SCHEDULE A PART- VII (ROADS)Details of prepriced Schedule is given in tender documents 12 SCHEDULE A PART- VIII (AREA DRAINAGE)Details of prepriced Schedule is given in tender documents 13 SCHEDULE A PART- IX(CHAINLINK FENCING)Details of prepriced Schedule is given in tender documents 14 SCHEDULE A PART- X(RETAINING WALL)Details of prepriced Schedule is given in tender documents 15 SCHEDULE A PART- XI(EXTERNAL ELECTRIC SUPPLY)Details of prepriced Schedule is given in tender documents 16 SCHEDULE A PART- XII(SHIFTING OF EXSISTING POLES, CABLES AND LT PANEL BOARD)Details of prepriced Schedule is given in tender documents 17 SCHEDULE A PART- XIII(LIGHTNING PROTECTION)Details of prepriced Schedule is given in tender documents 18 SCHEDULE A PART- XIV(HARDSTANDING)Details of prepriced Schedule is given in tender documents 19 SCHEDULE A PART -XV(MISCELLANEOUS ITEMS)Note:- Srl Item No. 1.00 to 3.00 and this scheduleis not pre-priced by MES and the pre-priced rate indicated as Rs 0.00 under Col. F signifies this fact only. 20 INTERNAL ELECTRIC SUPPLYSupply and fixing flameproof & weatherproofLEDwell glass fitting of capacity 40W, IP66 protection of cast aluminum alloy material and heat and impact resistance toughened A clear glass having anti-corrosive epoxy powder coated finish complete with all accessories pre-wired and including connecting up with three core flame proof flexible copper conductor cable with suitable size, complete all as specified and as directed. 21 S&F flame proof weather proof DB SPN 230 volt 12 way with wash bar and cast aluminium LM6 enclosure, operated externally spring type knob complete with M-25 cable entry to suit incoming cable and 02 Nos M-20 cable entries for outgoing cables from bottom with cable gland suitable for hazaradous area certified by CMRS dhanbad for group IIA & IIB consisting of Incoming : (a) MCB SPN 63 Amps - 01 NoOutgoing : (a) MCB SP 6-32Amps - 10 Nos complete all as specified and directed. 22 M&L for Earthing complete with copper earthplate electrode of size 600 x 600 x 3.15mm thick buried directly in ground with earth pit not less than 2.25 meter deep below ground level with top edge of plate not less than 1.5 meter below normal ground level connected to copper strip of size 20 x 3mm earth lead by means brazing after fixing of nuts, bolts, check nuts, washers of galvanised iron steel,protected by galvanized iron pipe 40mm bore (Medium grade) allas directed including cement concrete (1:3:6) type C-1 earth pit with precast RCC (1:1.5:3) type A-1 cover slab of size 42 x 42 x 10cm thick reinforced with 8mm dia TMT bars @ 15 cm c/c both ways with 10mm dia mild steel round bar of 30 cm long, bent to shape as lifting handle, funnel,wire mesh, 20 mm bore galvanized iron pipe (medium grade) for watering, earth testing point, charcoal or coke and salt in alternate layers with necessary earth work in soft/loose soil complete all as shown in electrical plate No 3 of SSR Part I including testing on completion earthing complete all as specified and directed. 23 Material & labour for chemical earthing complete with copper plate electrode of size 90cm x 60 cm x 5mm thick buried directly in ground (earth pit not less than 3.25m deep below the normal ground level) with top edge of plate not less than 2.65m below normal ground level connected to copper earth strip 50x6mm of length 7.5m (minimum) as earthing lead by means of copper bolts, nuts, check nuts and washers all as shown on electrical plate no 3 of SSR Part-I (2009), using adequate quantity of chemical to be provided and connected to earth test point including 25mm bore Gl medium grade pipe for watering with funnel and wire mesh and 65mm bore Gl light grade pipe for protection of earth strip and providing water supply connection from nearest water supply point and testing including PCC chamber complete to achieve earth resistance less than 1 (one) Ohm all as specified and as directed. Note:-(i) The unit rate shall be deemed to include for earth work in any type of soil,PCC (1:2:4) type B-1 chamber, RCC (1:1.5:3) cover 50mm thick reinforced with8mm dia TMT bars @ 100mm c/c both ways, funnel with watering pipe 25mmbore medium grade, GI protection pipe light grade 65mm bore and wire meshcomplete in addition to Clause No 1(a) to (e) of preamble (notes) under subheading earthing, specified on SSR Part-II 2020. (ii) If the desired earth resistance is not achieved during testing as per IS, then the complete earthing shall be redone by the contractor at his own cost and no extra claim shall be admissible in this regard.(iii) Copper strip beyond 7.5m length shall be measured and paid separately under relevant item. (iv) The unit rate shall be inclusive of filing the earth pit with sodium chloride 200Kg (minimum), Magnesium and copper sulphate 100 Kg (minimum) and balance charcoal in layers upto 15cm above the top edge of earth plate all as directed. 24 SIGN BOARDS&F 12 mm thick fibre board to SS Sign board complete all as specified and as directed. 25 RETAINING WALLSupply only aggregate of size 12mm and downfor loose filling back side of retaining wall as filter media, complete all as specified and as directed. 26 Supply only aggregate of size 6mm and downfor loose filling back side of retaining wall as filter media, complete all as specified and as directed. 27 EXTERNAL ELECTRIC SUPPLYSupply, installation, commissioning and testing of factory made type, dust and vermin proof, totally enclosed control panel (of sizenot less than1.5m x 2.0m x 0.8m) outdoor type CPRI approved, fully comparted type, fabricated out of 3.15mm thick CRCA sheet, duly painted with epoxy powder coating with 10 tank process, with IP-65 Protection complete, with provn of front double door shutter with locking arrangement mounted on MS angle iron frame of 50x50x6 mm and legs grouted on PCC foundation 30cm below the ground and 20cm above the ground, duly aluminium powder coated paint over one coat of red oxide primer complete all as directed comprising of the following:-(i) Aluminium bus bar TPN 200 Amp of suitable length and section covered with coloured heat shrinkable anti track insulation tape finished thickness not more than 1mm and fixed on epoxy base post insulator of both dia and height not less than 40mm- 01 Set. (ii) MCCB, 4P, 125 Amp, Ics 25 kA, 415V, 50 Hz, with adjustable thermal and fixed magnetic release - 01 No (Incomer).(iii) MCCB, TP, 40Amp, Ics 16 kA, 415V, 50 Hz with adjustable thermal and fixed magnetic release-05 No (Outgoing; 4W+1S)(iv) MCB, SPN, 32 Amp, Ics 10 kA, 230V, 50 Hz, C Curve type- 02 Nos (Outgoing, 1W+1S)(v) Indicator lamp RYB- 1 Set. (vi) Multifunction meter digital compatible to measure voltage, current, PF, frequency with 3 lines display LCD in 96x96 sqmm flush mounted case, accuracy class 1.0- 01 No.(vii) Control wiring with suitable size copper conductor stranded wire/cable.(viii) Danger notice plate riveted on the outer body 440 volt. 28 Supply and fixing astronomical street light control panel alongwith time switch 230V, three Phase of 32 Amp rating with contactor fitted inside steel enclosure, complete all as specified and as directed. 29 M&L for Earthing complete with GI earth plate electrode of size 600x600x6 mm thick buried directly in ground with earth pit not less than 2.25 meter deep below ground level with top edge of plate not less than 1.5 meter below normal ground level connected to GI earth strip of size 32 x 6 mm earth lead by means of nuts, bolts, check nuts, washers of galvanised iron as steel,protected by galvanized iron pipe 40mm bore (Medium grade) allas directed including cement concrete (1:3:6) type C-1 earth pit with precast RCC (1:1.5:3) type A-1 cover slab of size 42 x 42 x10cm thick reinforced with 8mm dia TMT bars @ 15 cm c/c both ways with 10mm dia mild steel round bar of 30 cm long, bent to shape as lifting handle, funnel,wire mesh, 20 mm bore galvanized iron pipe (medium grade) for watering, charcoal or coke and salt in alternate layers with necessary earth work in soft/loose soil complete all as shown in electrical plate No 3 of SSR Part I including testing on completion all complete as specified and directed.Note:- GI strip upto 7.5m including testing consider in this item. 30 M&L for earthing complete with galvanized steel earth plate electrode 600 mm X 600 mm X 6 mm thick buried directly in ground (earth pit not less than 2.25 Mtr deep below normal ground level with top edge of plate not less than 1.5 Mtr below normal ground level connected to galvanised earth lead wire 4.0 mm dia bymeans of bolts, nuts, check nuts and washers of galvanized iron or steel all as shown in electrical plate No-3 SSR Part -1 2009 connected to earthing test point including earth wire protection pipe of dia 15 mm (medium grage), excavation and earth work, disposal of surplus spoil, provn of RCC cover 50 mm thick, reinforced with 8mm dia TMT bars @100 mm /C/C both ways with one handle for lifting made out of 10 mm dia TMT bar embedded in precast cover slab and PCC (1:3:6) type C-1 concrete pit, funnel with watering pipe 20 mm bore (light grade) testing on completion complete all as specified and directed. 31 Dismantling electrical connections of HT 11KV UG cables from GODs, dismantling of cross arms from the existing HT 2 Pole Structure, taking out existing HT 2 pole (steel tubular 11 Mtr) structure and taking aside from the site to nearby MES store and remount the same at new location. Note :- Earth work & PCC work shall be deemed to be inclusive with the quoted rates. 32 Taking down the dismantled HT 11KV UG cable of size 95 Sqmm x3 Core & taking out the same by excavating the trench manually or through mechanical excavator, taking aside from the site to nearby MES store and relaying the same at new desired location. Note :- Earth work & PCC work shall be deemed to be inclusive with the quoted rates. 33 Dismantling electrical connections of UG cables from junctions boxes, taking out existing streetlight poles (steel tubular/GI) and taking aside from the site to nearby MES store and remount the same at desired location.Note :- Earth work & PCC work shall be deemed to be inclusive with the quoted rates. 34 Taking out of old serviceable LT UG cable of size 16 Sqmm x 2 Core and relaying of the same at new locations as per requirement complete all as specified as directed. Note :- Earth work, sand cushioning & brick covers shall be deemed to be inclusive with quoted rates. 35 Taking out of old serviceable LT UG cable of size 25 Sqmm x 4 Core and relaying of the same at new locations as per requirement complete all as specified as directed. Note :- Earth work, sand cushioning & brick covers shall be deemed to be inclusive with quoted rates. 36 Taking out of old serviceable LT UG cable of size 35 Sqmm x 3.5 Core and relaying of the same at new locations as per requirement complete all as specified as directed. Note :- Earth work, sand cushioning & brick covers shall be deemed to be inclusive with quoted rates. 37 Taking out of old serviceable LT UG cable of size 50 Sqmm x 3.5 Core and relaying of the same at new locations as per requirement complete all as specified as directed. Note :- Earth work, sand cushioning & brick covers shall be deemed to be inclusive with quoted rates. 38 Taking out of old serviceable LT UG cable of size 70 Sqmm x3.5 Core and relaying of the same at new locations as per requirement complete all as specified as directed. Note :- Earth work, sand cushioning & brick covers shall be deemed to be inclusive with quoted rates. 39 Taking out of old serviceable LT UG cable of size 95 Sqmm x 3.5 Core and relaying of the same at new locations as per requirement complete all as specified as directed. Note :- Earth work, sand cushioning & brick covers shall be deemed to be inclusive with quoted rates. 40 Supply and fixing LED street light fitting 35/36 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection including street light GI pipe bracket ofmedium grade 40mm dia. ,1.5m long bend to required size and shape including two coat of aluminum paint over a coat of red oxide primer complete in all respect all as specified and directed. 41 Taking out old existing LT distribution panel board with all conncetion and fittingsof any size and refixing the same at the new desired loaction as per requirement. Note :- Earth work and PCC work shall be deemed to be inclusive with quoted rates. 42 S&F H beam pole 150mmx150mm, 16 Mtr height (weight 37 Kg per RM) for air termination including copper air termination rod 16mm dia 1.2 Mtr long with accessories to fix at the top of the H pole complete all as specified and as directed. 43 Material & labour for chemical earthing complete with copper plate electrode of size 90cm x 60 cm x 5mm thick buried directly in ground (earth pit not less than 3.25m deep below the normal ground level) with top edge of plate not less than 2.65m below normal ground level connected to copper earth strip 32x6mm of length 7.5m (minimum) as earthing lead by means of copper bolts, nuts, check nuts and washers all as shown on electrical plate no 3 of SSR Part-I (2009), using adequate quantity of chemical to be provided and connected to earth test point including 25mm bore Gl medium grade pipe for watering with funnel and wire mesh and 65mm bore Gl light grade pipe for protection of earth strip and providing water supply connection fromnearest water supply point and testing including PCC chamber complete to achieve earth resistance less than 1 (one) Ohm all as specified and as directed. Note:-(i) The unit rate shall be deemed to include for earth work in any type of soil,PCC (1:2:4) type B-1 chamber, RCC (1:1.5:3) cover 50mm thick reinforced with8mm dia TMT bars @ 100mm c/c both ways, funnel with watering pipe 25mmbore medium grade, GI protection pipe light grade 65mm bore and wire meshcomplete in addition to Clause No 1(a) to (e) of preamble (notes) under subheadingearthing, specified on SSR Part-II 2020. (ii) If the desired earth resistance is not achieved during testing as per IS, then the complete earthing shall be redone by the contractor at his own cost and no extra claim shall be admissible in this regard.(iii) Copper strip beyond 7.5m length shall be measured and paid separately under relevant item. (iv) The unit rate shall be inclusive of filing the earth pit with sodium chloride 200Kg (minimum), Magnesium and copper sulphate 100 Kg (minimum) and balance charcoal in layers upto 15cm above the top edge of earth plate all as directed.
