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| 1 | SCHEDULE ‘A’ PART-I (SCHEDULE OF ITEMS)PROVISION OF VEHICLE PARKING SHED AND CHILDREN PARK AT ARC&MC |
| 2 | Foundation of veh parking shed as perincluding fixing accessories including all civil works i.e. surface excavation and excavating holes in all kind of soil , RCC foundation with 1:1.5:3, suitable reinforcement steel, form work & MS foundation nut bolt etc for fixing of post/ columns. Flooring of the vehicle parking shed shall be 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern over 100 mm thick PCC 1:2:4 and 100 mm compacted thick hard core 60 mm to 45 mm size stone aggregate. All works shall be executed as per direction of Engineer-in-charge. (Note- Vendor must be insured that the drawing & design of the tenisle roof structure (veh parking shed) to be produced to Engineer-in-charge for obtain approval prior commence the work) |
| 3 | Supply, fabrication & erection Tensile structure (for vehicle parking shed) comprising of mild steel structure as per approved drawing with PU primer and two coat of PU paint coating as per approved colour and shade, includig designing, supplying and fixing of tensile fabric of grade as approved by Engineer-in-charge including fixing accessories including all civil works i.e. surface excavation and excavating holes in all kind of soil , RCC foundation with 1:1.5:3, suitable reinforcement steel, form work & MS foundation nut bolt etc for fixing of post/ columns. Flooring of the vehicle parking shed shall be 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern over 100 mm thick PCC 1:2:4 and 100 mm compacted thick hard core 60 mm to 45 mm size stone aggregate. All works shall be executed as per direction of Engineer-in-charge. (Note- Vendor must be insured that the drawing & design of the tenisle roof structure (veh parking shed) to be produced to Engineer-in-charge for obtain approval prior commence the work) |
| 4 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 5 | Supplying compacting and stacking at site.53 mm to 22.4 mm size stone aggregate |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of EIC. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern |
| 9 | Providing and fixing 100 mm average thickness black & white machine cut granite coble stones of size 75x75mm to 100x100mm (selective quality as per approval of EIC)over sand cushioning/ screed bed in CM 1:4/ PCC 1:2:4 in path in uniform level and top surfaces grouted with cement slurry and sides of the same be half round with PCC 1:2:4 as per site requirement (The work shall be executed as per direction of EIC) |
| 10 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 11 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 12 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In railings, brackets, gates and similar works |
| 13 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil |
| 14 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 15 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 17 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing |
| 18 | Supplying comacting and stacking at site. 53 mm to 22.4 mm size stone aggregate |
| 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 20 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, incl jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75mm dia |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 23 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) |
| 24 | Earth work in surface excavation not exceeding 30 cm in depth butexceeding 1.5 m in width as well as 10 sqm on plan including gettingout and disposal of excavated earth upto 50 m and lift upto 1.5 m, asdirected by Engineer-in- Charge:All kinds of soil |
| 25 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on150 mm thick sub grade of compacted bed of 20 mm thick nominal sizestone aggregate and base course and filling with 150 mm thick jamunasand, including spreading, well ramming, consolidating and finishingsmooth etc. all complete as per direction of Engineer-in-charge. |
| 26 | ELECTRICAL ITEMS |
| 27 | Supply and installation of CI (Cast Iron) vintage light pole SINGLE neck 8 Feet height1x20Watts LED Bulb Warm Whitewith decorative light , size Bottom Dia 140mm, Top dia 60mm, hickness2.5mm, Base Plate 200x200x8, Foundation bolt: 16mm x450mm J bolt incl base RCC Foundation connection of power cable base to light, single Phase PVC Street light Junction Box with one MCB SP 6Amps, Junction box size(125x150x100mm) including fixing in Base Foundationcomplete all as specified and directed by Engr In Charge. Make: Mayur or equivalent isi make approved by Engr-In-Charge. |
| 28 | M&L for XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 10Sqmm 2core Make: Havells/Polycab/KEI/Gloster/Richa |
| 29 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1KV grade of following size direct in Open/, Wall/ ground including excavation, sand cushioning, protective covering and refilling the trench up to 35 Sqmm complete all as specified and Directed by Engr-In-Charge.Note: As Per Site Condition laying of Cable Open/Wall/Trunch |
| 30 | M&L for Automatic street light timer switch single phase , Frame Size 1, Max Load 12KW, Digital 24Hours , Contractor Rating (A) 65A TP, MCB Rating 63A SPN, HGS Smarty Series, incl Programmable Time Switch for SLP with complete circuit connection all as specified and directed by Engr-in-Charge. MAke : Havells/Indo-Asian/ orISI Marked Approved by Engr -in-Charge |
| 31 | Supply and fixing of LED 18WattsBolard lamp with PCC Foundation with all accessories complete all as specified and directed By Engr-In-Charge. |
| 32 | Repair and replacement of automatic street light timer switch single phase , Frame Size 1, Max Load 6KW, Digital 24Hours , Contractor Rating (A) 32A TP, MCB Rating 40A SPN, HGS Smarty Series, incl Programmable Time Switch for SLP with complete circuit connection all as specified and directed by Engr-in-Charge. MAke : Havells/Indo-Asian/ orISI Marked Approved by Engr -in-Charge |
| 33 | SCHEDULE ‘A’ PART-II (SCHEDULE OF ITEMS)Provision of Parking at ARASU, Happy Valley |
| 34 | Construction of RCC garrage/ parking including RCC column, RCC plinth beam, Brick wall, plastering, PCC flooring, RCC roof slab, RCC Lintel Beam, RCC Roof Beam, window & ventilator and internal & external electrification works as per requirement complete in all respect as per specification and drawing ARC&MC/ Engr/ 102/2024 SHT No 1/4 to 4/4 |
| 35 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil |
| 36 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil |
| 37 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 38 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 39 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 40 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 41 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 42 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing |
| 43 | Supplying comacting and stacking at site. 53 mm to 22.4 mm size stone aggregate |
| 44 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 45 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, incl jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75mm dia |
| 46 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 47 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) |
| 48 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 49 | Supplying compacting and stacking at site.53 mm to 22.4 mm size stone aggregate |
| 50 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 51 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of EIC.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 52 | Electrical items |
| 53 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required.(Group A) |
| 54 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. (Note :Power Point) |
| 55 | Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.5/6 Amps Switch |
| 56 | 3 Pin 5/6 A Socket Outlet |
| 57 | 6Pin 15/16A Socket Outlet |
| 58 | 15/16 A Switch |
| 59 | Supplying and fixing 3 pin 5amp ceiling rose on the existing junction box/ etc as requied . |
| 60 | Supplying and fixingPVCbatten / angle holder incl connection as reqd complete all as specified and directed |
| 61 | fixing onlypre-wired light fittings of LED/ flurecent/compact fluoverscent fittingwith all accessorieson ceiling/wall including connetion with 1.5 sqmm FRLS PVC insulated, copper inductor, single core cable and earthing etc as rwquied all as specified and directed. Note : Light fittings will be under Sch \"B\" store. |
| 62 | Fixing onlyExhaustfan of any sweep/typeincuding making all electric connections complete all as specified anddirected.Note : Exhaust fan will be issued under Sch \"B\" store |
| 63 | Supply only LUMILINE NEO Basic all purpose surface and wall mounted LED batten 20Watts with polycarbonate housing & integrated electronic driver.Make : Havells LUMILINENEOBS20WLED865SPCWH |
| 64 | Material and labour for earthing complete with galvanised steel earth plate 600 x 600 x 6 mm buried directly in ground vertically to a depth not less than 2.25 metre below normal ground level with top edge of the earth plate at a depth not less than 1.5 metre below ground level connected to and including GI wire of size 4 mm dia by means of nuts, bolts, washers etc made of and connected to test point and earth dollyand specified or indicated including excavation and earth work in any type of soil PCC (1:3:6) type C1 in chamber, pre cast RCC slab 50mm thick in cement concrete (1:2:4) type B1, reinforced with welded steel wire fabric or XPM jali (weight not less than 4.0 kg/Sqm) with cast iron frame, funnel, with wire mesh, 20mm bore light grade GI watering pipe, lugs, 15mm bore light grade GI protection pipe, test point etc complete all as specified and as directed. Note: (i) Item includes the cost of 7.5 m GI pipe for protection of earth lead. Any additional length shall be adjusted through deviation order.(ii) Item includes the cost of 7.5 m GI earth lead. Any additional in length shall be adjusted through deviation order (For Main DBs) (iii) Item includes the cost of Charcoal and commercial salt. |
| 65 | Supplying and fixing following way single pole and neutral, sheet steel MCB distribution board 240 valts on surface/recess complete, with tinned copper bus bar, neutral bus bar, earth bar, din bar,inter connection , powder pointed including earthing etc as requied (But with out MCB/RCCB/Isolater)(a) 6 way double door |
| 66 | (b) 8 Way double door |
| 67 | S&F in replacement of MCB \"C\" Curve type, 10 kA, 5 to 32 Amp, Single Pole with over load and short circuit protection complete all as directed. |
| 68 | Single pole and neutral 32 Amps |
| 69 | Wiring for circuit/ submain wiring along earth wire with the 2x2.5 sq mm+1x2.5 sq mm earth wire of FRLS PVC insulated copper conductor, single core cable in casing caping as requed.. |
| 70 | Wiring for circuit/ submain wiring along earth wire with the 2x6 sq mm+1x6 sq mm earth wire of FRLS PVC insulated copper conductor, single core cable in casing caping as requed.. |
| 71 | Supply only for XLPE LT UG Cable 16 Sqmm 2Core. Make: Havells/Polycab/KEI/Gloster |
| 72 | all as above item but 3.5Core 50Sqmm |
| 73 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required up to 35 Sqmm |
| 74 | above 35Sqmm and upto 95Sqmm |
| 75 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 76 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 77 | Supplying and fixing of light class G.I. pipe of 80 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required. |
| 78 | Supplying and fixing of light class G.I. pipe of 50 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required. |
| 79 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in foundation of pump, DG set etc including form work etc as required. |
| 80 | M&L for fabrication of outdoor type electrical panel board 415 volt ,3 phase, 4 wire system ,cubical, dust and vermin proof with base framemade out of CRCA sheet of 3.15 MM thickof size 1150X1250X450MM with front opening of aluminium bus bar suitable for 400 amperes capacity and half for neutral on PVC/FRPinsulated pads and panel board duly painted with two coat of metal powder coated paint of goodapproved qualityincluding digital metering , volt meter selector switches, power indicator RYB LED lamps and Current Transformerof suitable ratio with consisting the following electrical fitment and making space and mounting arrangement for incoming/outgoing switch gears including necessary fixing/grouting arrangement on existing floor and trench and connecting all the disconnected underground power cables including lugging and ,crimping and cable glands where ever requires with testing and commissioningto the entire satisfaction ofEngr-in-Charge :-embeded in PCC 1:4:8 type D-2 using 40mm graded stone aggragate of foundation as per manufacture instruction complete all as specified and directed comprising of thefollowing controls. i) MCCB 250 Amps 4Pole 36KA-01 No. ii) MCCB 160 Amps 4Pole 3KA -01No.iii) MCCB 100 Amps 4Pole 35KA -06Nos. iv) Volt Meter (o to 500Volt)-08Nos. v) Amper Meter (0 to 600Amps)-08Nos.vi) CT 250/5A, Tape wounded, Cl-1 -03Nos.vii) Selector Switch -16Nos. viii) Indicator Lamp (set of Three) -03Nos |
