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| 1 | SCHEDULE 'A' PART- I A (BUILDING WORK : PRECAST STRUCTURE) |
| 2 | Constrction of factory made precast structure including Design, all type of drawings, Procurement , fabrication of hybrid box type precast underground utility structures for storage shed (Ammunition Bunkers) minimum internal floor size - 9.00 metre long , 6.00 metre wide x 4.20 metre high (floor to ceiling) along with minimum 3.00 metre wide main passage , exchange chambers, dibris chambers , ramps and provide the retaining wall for protect the earth erosions/ embankment and drainage system with pumping set. including excavation for foundation & under ground structure in hard dense soil, returning filling & removal of surplus soil. including internal electrification And for stucture references na dother specifications should be taken from the attached line plan , scope of work & DBR etc complete all as specified and directed. The requiremets under mentioned below also have to be followed & included :- |
| 3 | Notes: (i) Sub base for Foundations for all pre cast structure.(ii) Precast Box type structure for Shed including post-tensioned fixture & accessories with anchoring & bolting etc (iii) Precast roof slabs and roof beams will be provided to all underground structures including storage sheds, corridors, exchange chamber, passage, debris chambers and verandas etc.(iv) water proofing all RCC pecast structure.(v) Loose soil filling , buster layer & camouflage layers as specified above roof of structures.(vi) Provide the retaining wall for protect the earth erosions/embankment whereas requirement i.e. exchange chamber, ramp.(vii) Foundation slab of Structure will be at minimum 5 m depth from the ground level as finalized by GE on site as per requirement |
| 4 | SCHEDULE 'A' PART- I B(BUILDING WORK : CONVENTIONAL) |
| 5 | Design & developed all drawings and Construction of RCC under ground SWT (Static water tank) - 110 KL capacity including excavation in hard dense soil, returning filling & removal of surplus soil , PCC 1:4:8 type D-2 (using 40 mm graded stone aggregates) in foundation base, RCC in M-30 (Design Mix) , TMT reinforcement, necessary form work , water proofing treatment to RCC structures , plinth protection all around in PCC 1:3:6 Type C-2 over hard core base , 20mm dia plain MS bar for rungs inner side for ladder purpose etc complete all as specified and directed |
| 6 | Design & developed all drawings and Construction of RCC Semi under ground sump for water - 200 KL capacity including excavation in hard dense soil, returning filling & removal of surplus soil , PCC 1:4:8 type D-2 (using 40 mm graded stone aggregates) in foundation base, RCC in M-30 (Design Mix) , TMT reinforcement, necessary form work , water proofing treatment to RCC structures , plinth protection all around in PCC 1:3:6 Type C-2 over hard core base , 20mm dia plain MS bar for rungs inner side for ladder purpose , including two coat of cement base paint on external surface above ground etc complete all as specified and directed |
| 7 | Design & developed all drawings and Construction of Pump house with operator room and attached toilet (RCC Framed structure) , minimum size of building 10.00 meter long x 6.00 metre width (total plinth area = 60 Sqm ) with RCC sloped roof slab, Plinth heinght from ground level 45 Cm and Ceiling height from floor level 3.20 Metre including excavation for foundation in hard dense soil, returning filling & removal of surplus soil , PCC 1:4:8 type D-2 (using 40 mm graded stone aggregates) in foundation base, RCC in M-25 (Design Mix) , TMT reinforcement, necessary form work , PCC block masonry (1:3:6) in walls,water proofing treatment of roof , 75 cm wide plinth protection all around in PCC 1:3:6 Type C-2 over hard core base , kota stone in floor , tiles in toiltes etc complete all as specified and directed |
| 8 | Design & developed all drawings and Construction of Generator set room (RCC Framed structure) , minimum size of building 6.46 meter long x 5.45 metre width (total plinth area = 35.27 Sqm ) with RCC sloped roof slab, Plinth heinght from ground level 45 Cm and Ceiling height from floor level 3.20 Metre including excavation for foundation in hard dense soil, returning filling & removal of surplus soil , PCC 1:4:8 type D-2 (using 40 mm graded stone aggregates) in foundation base, RCC in M-25 (Design Mix) , TMT reinforcement, necessary form work , PCC block masonry (1:3:6) in walls, plaster work,painting ,water proofing treatment of roof , 75 cm wide plinth protection all around in PCC 1:3:6 Type C-2 over hard core base , kota stone in floor , tiles in toiltes , ramp , cable ducts in flooring with RCC cover with MS frame, rubber pads, steel rolling shutter with all fittings etc complete all as specified and directed |
| 9 | Design & developed all drawings and Construction & fabrication of Elevated Santry Post minimum size of post 2.00 x 2.00 meter , minimum total height 6.00 M with MS Sections (\\"I\\" section, Channel & angle etc) for structure, RCC in M-25 (Design Mix) footing, base plate with bolting, with PPGI Sheet, four side sloped roof , Play Board , MS plate for Standing platform , painted , lader etc complete all as specified and directed. |
| 10 | Total amount of SCHEDULE 'A' Part - II (INTERNAL WATER SUPPLY)(For details see Sch 'A' in PDF folder) |
| 11 | Total amount of SCHEDULE 'A' PART - III (LOADING RAMP WORK)(For details see Sch 'A' in PDF folder) |
| 12 | Total amount of SCHEDULE 'A' PART - IV(SITE CLEARANCE AND EARTH WORK)(For details see Sch 'A' in PDF folder) |
| 13 | Total amount of SCHEDULE 'A' PART - V A (ROAD, PATH & CULVERT) (For details see Sch 'A' in PDF folder) |
| 14 | SCHEDULE 'A' PART - V B (ROAD, PATH & CULVERT) |
| 15 | M&L Forming 20mm wide expansion joint filled with pre-formed compressible synthetic filler board , applying bond breaker tape on top of filler board HD 100 for complete width of joint , provision of closed cell polyethylene back up rod 28mm to 30mm dia filled with polysulphate or polyurethane based sealant (minimum depth of sealent above backup rod shall be 20mm), priming the side and applying masking tape on edges of joint to prevent accidental spillage of sealant and removing the masking tape after sealant is appied for thickness of concrete slab complete all as specified and as directed. The sealant shall conform to IS-5818 and MAV of +30% with 10 years warranty complete all as specified and directed. |
| 16 | M&L Forming contraction/dummy joints 70mm deep and 6mm wide (using diamond cutter) and top 13mm (minimum above back up rod) filled with polyurthane sealent and priming the sides with two coats of primer provision of closed cell polyethelene back up rod 8mm dia and applying masking tape on edges of joint to prevent accidental spillage of sealent on top surface and to give a neat finished to the sealent and removing the masking tape after sealent is applied complete all as specified and as directed. The sealent shall comform to IS-5818 and MAV of +30% with 10 years warranty complete all as specified and directed. |
| 17 | M&L Forming contraction joint 10mm wide and 80mm deep for quality concrete slab, cleaning the complete joint and top primed with primer and filled 10mm with polyurthane thermo setting type sealent over 10mm deep polythene back up material and pasting polythene adhesive tape all along on the both edges of joint and removing the same after filing and tooling the material inside the joint to remove spilled over material complete all as specified and directed. |
| 18 | Total amount of SCHEDULE 'A' PART- VI(AREA DRAINAGE) (For details see Sch 'A' in PDF folder) |
| 19 | Total amount of SCHEDULE 'A' PART- VII(SECURITY FENCING AND GATE) (For details see Sch 'A' in PDF folder) |
| 20 | Total amount of SCHEDULE 'A' PART- VIII(RETAINING WALL AND PROTECTIVE WORK) (For details see Sch 'A' in PDF folder) |
| 21 | Total amount of SCHEDULE 'A' PART - IX A(LIGHTENING PROTECTION) (For details see Sch 'A' in PDF folder) |
| 22 | SCHEDULE 'A' PART - IX B(LIGHTENING PROTECTION) |
| 23 | M&L for earthing complete with Copper earth plate electrode size 600X600X3.15 mm thick burried directly in ground vertically to a depth not less than 2.25m below normal ground level with top edge of earth plate not less than 1.5m below normal ground level connected to and including copper earth strip 20x3 mm by means of bolts ,nuts, check nuts & washers of galvanised iron and connected to test point all as shown in electrical plate No 3 of Sl part I-2009 and all as specified or indicated and testing on completion including excavation and earth work in any type of strata available at site, PCC (1:3:6) type C-1 earthing chamber, pre cast RCC slab 50 mm thick in cement concrete (1:2:4) type B-1 using 20 mm graded crushed stone aggregate reinforced with welded steel wire fabric (XPM) weight not less than 4 kg/sqm funnel with GI watering pipe of 20 mm bore medium grade ,wire mesh and lugs ,GI protection pipe of 15 mm bore light grade up to 7.5 mtr long ,etc complete all as specified and directed. NOTE :- Copper earth strip 20x3.15mm and protection pipe beyond 7.5 metre will be measured and paid separately. |
| 24 | SCHEDULE 'A' PART - X(FLAME PROOF LIGHTING) |
| 25 | M&L for point wiring using approved colour coding as per IS (Red, Black and Green for single phase circuits) with 1.5 sqmm nominal cross-sectional area, single core PVC insulated (FRLS), unsheathed multistranded copper conductor cable 1100 Volts grade drawn through and including rigid stove enamelled steel conduit of suitable size medium grade and accessories ISI marked for flame proof wiring incl steel flexible pipe, Jnction box/terminal box for connection the fittings and 1.5 Sqmm nominal cross sectional area, single core PVC insulated (FRLS), unsheathed multistranded copper conductor cable earth continuity wire to common earth and connected to earth dolly for one light / fan point controlled by one switch complete all as specified and directed |
| 26 | M&L Switch flame proof rotary type with termination box in LM6, 16A, single pole 250V complete all as specified and directed |
| 27 | Supply and fixing LED light fitting 1x16 Watt flame proof, CMRI certified recommended for gas/ vapor group of IIA & IIIB, Zone 1 & 2 and IP 65 protection with die cast aluminum housing with heat resistant toughened glass with LED tube light fixtures driver, holders, connector etc. Complete with all accessories prewired and including connecting up with three core flexible copper conductor cable with suitable size. |
| 28 | Supply and fixing Flame proof DB of 2 Way including flame proof MCB SPN of capacity 16 Amp complete all as specified and directed |
| 29 | Supply and fixing flame proof exhaust fan of capacity 300 mm sweep 230 V, 50 Hz including fixing of louvers complete all as specified and directed |
| 30 | Total amount of SCHEDULE 'A' PART - XI A(EXTERNAL WATER SUPPLY) (For details see Sch 'A' in PDF folder) |
| 31 | SCHEDULE 'A' PART - XI B(EXTERNAL WATER SUPPLY) |
| 32 | Supply, installation, testing and commissioning of Submersible pump, electric driven 415 V, TP suitable for lifting of water from SWT supply and Install complete upto 3 HP complete all as specified and directed. |
| 33 | S&F Submersible starter panel of suitable size made out of CRCA sheet of 3.15 mm thick out door type automatic star delta starter suitable for 5 HP with contactor, control MCBs, phase preventor, timer relay etc including necessary foundation for erection of starter panel complete all as specified and directed |
| 34 | Supply and connecting flat submersilbe cable suitable for 3 HP submersilbe motor 3 core of size 4 Sqmm complete all as specified and directed |
| 35 | Total amount of SCHEDULE 'A' PART - XII A(EXTERNAL ELECTRIC SUPPLY) (For details see Sch 'A' in PDF folder) |
| 36 | SCHEDULE 'A' PART - XII B(EXTERNAL ELECTRIC SUPPLY) |
| 37 | Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 95 sq mm 3.5 core complete all as specified and directed |
| 38 | Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 sq mm 4 core complete all as specified and directed |
| 39 | Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 sq mm 2 core complete all as specified and directed |
| 40 | Supply and fix LED street light 35/36 W IP 65 complete with all connected accessories complete all as specified and directed |
| 41 | Design, Supply, Installation,Testing and commissioning of LT weather proof panel (1200mmx1200mmx500mm)board outdoor type powder coated outdoor type double door shutter, made out of CRCA 3.15 mm thick outer and 2 mm thick for inner door confirming to IS 8623 with angle iron 50x50x6 mm outoor, floor mounting type with closed bus bar , chamber and with Aluminium bus bar 200 amps with necessary insulator suitable for 3 phase, 4 wire 50 Hz AC supply as per CPRI approved, indicator lamps R-Y-B, selector switches and internal wiring including making PCC foundation height not less than 0.6 Mtr above ground level and 0.3 mtr below ground level grouting etc all as specified and directed with the following Work also includes provision of suitable size of cable glands,cable lugs,nut, bolts,washers etc. The bottom portion of enclosure shall be minimum 0.6 mtr above ground level and 0.3 mtr below ground level of legs of angle iron ). The panel should have Busbar clearance of 25 mm for Ph to Ph and 19 mm for Ph to neutral, Zero Stray voltage doors and panels, polyster glass support for insulation. The cable alleys should be 300 mm wide and it should be fitted with hinged door that open up to and angle of 95 Deg. The provision of cable entry should be from Bottom. The IP protection of panel should be IP-42 for external and IP2X for internal with 3B as Form of sepration. Panel should be suitable for sesmic zone V. |
| 42 | The panel should be equiped with suitable size of CT and display meter for VAF measurement. (a) Aluminium bus bar capacity 200 Amps for Phase-R-Y-B-3 Nos & neutral -4 Nos (b) MCCB FP 36 KA 160 Amps- 1 Nos(I/C)(c) MCCB FP 16 KA 32 Amp - 03 Nos (Outgoing) (d) MCB TPN 10 KA 32 Amps - 02 Nos (outgoing) (d) Street light timer digital type - 01 Nos including contactor and necessary accessories for function of timer(e) Digital Ammeter flush pattern type square dial 96 x 96 mm alongwith selector switch - 01 No and suitable CT ratio 0-200 Amps (g) complete control panel wiring with stranded copper conductor of suitable size along with one set indicator lamp for R,Y & B for each incoming and outgoing feeder(f) Digital Voltmeter flush pattern type square dial 96 x 96 mm alongwith selector switch - 01 No 0-500 V |
| 43 | Supply,Installation,Testing and commissioning of LT weather proof Feeder Piller panel (450mmx450mmx15mm)board outdoor type powder coated outdoor type hinged door shutter, made out of CRCA 3.15 mm thick outer with angle iron 50x50x6 mm outoor, floor mounting type with closed bus bar , chamber and with Aluminium bus bar 100 amps with necessary insulator suitable for 3 phase, 4 wire 50 Hz AC supply including 63 Amp MCCB TPN 16 KA complete all as specified and directed |
| 44 | Earthing complete with Chemical earthing with copper earth plate 90x60cmx5mm & copper earth strip 32x6mm, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to copper earth strip of size 20 x 3 mm by means of bolts, nuts, check nuts and washers of copper all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on complete all as specified and directed |
| 45 | M&L for earthing complete with using galvanized mild steel earth plate (electrode) 600 mmx 600 mmx 6.30 mm thick buried directly in ground, earth pit not less than 2.25 mtr deep below ground level with top edge of the earth plate not less than 1.50 m below ground level and earth plate surrounded with adequate quantity of charcoal dust mixed with salt to a packed thickness of 15 cm all round the plate using 32 X 6 mm GI earth wire as earth lead moulded and riveted to earth plate at one end and connected to main equipment at switch/control board at another end, GI earth lead incased in and including 50 mm dia GI ‘light grade’ pipe from upper end of earth plate upto equipment with & including 20 mm dia bore GI pipe ‘light grade’ as water pipe from earth chamber to upper edge of the earth plate, GI funnel with wire mesh fixed on water pipe and provision of PCC 1:2:4 type B1(using 20 mm graded stone agg) as in pits chamber and RCC pit cover 50 mm thick of precast RCC 1:2:4 type B-1 (using 20 mm graded stone agg)duly reinforced with mild steel round bars 6 mm dia @ 150 mm c/c both ways with 10 mm dia mild steel bars as in lifting handles with and including necessary excavation & earth work including laying the GI pipe concealed in floor /wall all as per plate No. 3 of SSR Part I complete all as specified and directed and testing on completion..(Note : 1. If the desired earth resistance is not found earthing shall be re-done by the Contractor at no extra cost to govt.) |
| 46 | S&F in replacement of existing loop in-out junction box with non metalic PVC junction box suitable of size 350mm x 250mm with connector 4 way and including one MCB SP 6 A, 230V alongwith 2 Nos 'C' Clamps and back clamp made up of 20x3 flat iron and fixing on pole with necessary nuts bolts, washers, 2 Nos cable glands of size not exc 4 core 25 sqmm, Cable lugs as required complete including taking down old UNSV boxes all as specified and as directed. |
| 47 | Supply and fix LED flood light 70 W IP 65 complete with all connected accessories complete all as specified and directed |
| 48 | M&L for earthing complete with using galvanized mild steel earth plate (electrode) 600 mmx 600 mmx 6.30 mm thick buried directly in ground, earth pit not less than 2.25 mtr deep below ground level with top edge of the earth plate not less than 1.50 m below ground level and earth plate surrounded with adequate quantity of charcoal dust mixed with salt to a packed thickness of 15 cm all round the plate using 4 mm dia GI earth wire as earth lead moulded and riveted to earth plate at one end and connected to main equipment at switch/control board at another end, GI earth lead incased in and including 50 mm dia GI ‘light grade’ pipe from upper end of earth plate upto equipment with & including 20 mm dia bore GI pipe ‘light grade’ as water pipe from earth chamber to upper edge of the earth plate, GI funnel with wire mesh fixed on water pipe and provision of PCC 1:2:4 type B1(using 20 mm graded stone agg) as in pits chamber and RCC pit cover 50 mm thick of precast RCC 1:2:4 type B-1 (using 20 mm graded stone agg)duly reinforced with mild steel round bars 6 mm dia @ 150 mm c/c both ways with 10 mm dia mild steel bars as in lifting handles with and including necessary excavation & earth work including laying the GI pipe concealed in floor /wall all as per plate No. 3 of SSR Part I complete all as specified and directed and testing on completion..(Note : 1. If the desired earth resistance is not found earthing shall be re-done by the Contractor at no extra cost to govt.) |
| 49 | M&L local sand dry, filling in trenches around under ground cable complete all as specified and directed. |
| 50 | Material and labour for laying DWC (Double wall corrugated ) pipe conforming or IS 16205 (electric cable use) of nominal outer dia 50 mm and inner dia 38mm for laying electrical cables under trenches / under road/ wall complete all as specified and directed. |
| 51 | Total amount of SCHEDULE 'A' PART - XIII A(FIRE FIGHTING SYSTEM) (For details see Sch 'A' in PDF folder) |
| 52 | SCHEDULE 'A' PART - XIII B(FIRE FIGHTING SYSTEM) |
| 53 | Supply, install and testing Fire pump diesel engine driven horizontal end suction, centrifugal type confirming to IS- 12469 1988 with CI casing , bronze impeller and stainless steel shaft mounted on heavy duty bearings suitable for continuous operation with 'range of operation' 0 % to 150 % of rated capacity for 440 V , 3 phase, 50 Hz AC supply 70m Head. 1260 LPM discharge complete all as specified and directed. |
| 54 | Supply and fix Mild Steel class 'C' diesel pump exhaust pipe 150mm dia with one layer of 10mm thick asbestos rope insulation and including all fitting clamp/ structural steel supports complete all as specified and directed |
| 55 | Supply, install and testing Fire pump electrically driven horizontal end Suction, centrifugal type confirming to IS- 12469 :1988 with CI Casing , bronze impeller and Stainless steel shaft mounted on heavy duty bearings Suitable for continuous operation with 'range of operation' 0 % to 150 % of rated capacity for 440 V , 3 Phase. 50 Hz 70m Head, 1620 LPM discharge. (Note : VFD drive or multistage pump arrangment shalll be provided to control high pressure at lower floors FHC upto last bunker |
| 56 | Supply, install and testing Jockey pump horizontal end suction centrifugal type Confirming to IS- 12469:1988 with CI casing , bronze impeller and stainless steel shaft mounted on heavy duty bearings suitable for automatic operation with nonover loading power characteristics for frequent start/stop operations for 440 V, 3 phase, 50 Hz 70 m head 180 LPM discharge complete all as specified and directed. |
| 57 | Supply and fix footvalve conforming to IS of 250mm dia size complete all as specified and directed |
| 58 | Supply and fix strainer Y-type conforming to IS of 250mm dia size complete all as specifed and directed Please Enable Macros to View BoQ information |
| 59 | Supply and fix strainer Y-type conforming to IS of 250mm dia size complete all as specifed and directed Please Enable Macros to View BoQ information |
