AMMUNITION IGLOO LACED REINFORCED CONCRETE (LRC 04 X CAPACITY 225 MT) AT COD JABALPUR

Item No 15 : S&F of Glass Fibre Dunnage Boxes with 65% glass content made to dimension requirement (30X30X20 cm) complete all as directed by Engr-in-Charge

Item No 13 : M&L for providing copper chemical earthing complete with copper earth plate electrode of 90 x 60cm x 3.15mm thick buried directly in ground (Earth pit not less than 2.25 meters deep below ground level) with top edge of the plate not less than 1.5 meters below normal ground level, connected to copper earth lead 20 x 3.15 mm (copper strip) upto 7.5 meter long by means of bolts,nuts check nuts

(3) No part of the wet-bulb shall be within 76 millimeter from the dry-bulb or less than 25 millimeter from the surface of the water in the reservoir and the water reservoir shall be below it, on the side of it away from the dry-bulb (4) The bulb shall be spherical and or suitable dimensions and shall be freely exposed onnall sides to the air of the room. (5) The bores of the stems shall be such that the position of the top of the mercury coloumn shall be readily distinguishable at a distance

of 60 centimeters. (6) Each thermometer shall be graduated so that accuate readings may be taken between 10 and 50 degrees (7) Every degree from 10 d complete all as specified and directed.

Sch 'A' Part-IV (Road, Path Curvert) Lump sum price worked out by the contractor for (Road, Path Curvert) as listed in Schedule 'A' Part-IV against the lump sum price inserted by the MES.

Sch 'A' Part-II (External Electric Supply) Lump sum price worked out by the contractor for (External Electric Supply) as listed in Schedule 'A' Part-II against the lump sum price inserted by the MES.

M & L for earthing complete with galvanized earth plate electrode 600mmx 600mm x 6mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below ground level) with top edge of the plate not less than 1.5mtr below ground level connected to galvenised earth lead wire of 4 mm dia by means of nuts, bolts, washes of galvanized iron or steel all as shown in electrical plate No 3 and testing on completion including adequate charcoal dust comman salt necessary excavation & earth work PCC(1:3:6) type C-1 pit with precast RCC Cover slab 40 mm thick in PCC(1:2:4) type B-1 reinforced with 6 mm dia MS bars @ 100 mm c/c both ways with funnel wire mesh and 20 mm dia GI pipe medium grade as watering pipe and 15 mm dia GI pipe for protection of GI wire up to 7.5 mtr connected to earthing point complete all as specified and as directed.

Sch 'A' Part-III (External Water supply) Lump sum price worked out by the contractor for (External Water supply) as listed in Schedule 'A' Part-III against the lump sum price inserted by the MES.

Sch 'A' Part-V (Fire Fighting) Lump sum price worked out by the contractor for (Fire Fighting) as listed in Schedule 'A' Part-V against the lump sum price inserted by the MES.

Schedule 'A' Part IX

(Internal Electrification)

M&L for concrete bed for 300 mm dia pipe concrete bed type C2 1:3:6 using 40 mm graded aggregate to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in complete all as specified and directed.

Hygrometer & wet bulb thermometer

Item No 03 : Supply & Fixing thermometer Max & Min temp enclosed on wooden encloser including protecting glass hanging arrangement complete as specified and directed

Item No 05 : Supply, laying and jointing of Centrifugally Cast (Spun) ,100 mm dia , Ductile Iron Pressure Pipes with Spigot & Socket end, Class K-7 conforming to IS: 8329/2000 and amendment No.1, 2 & 3 suitable for (push-on) rubber gasket jointing with centrifugally applied inside cement mortar lining with Portland Slag Cement as per IS: 455:1989 and external Metallic Zinc Coating as per annex A of IS 8329 with finishing layer of Bitumen coating as per Annex C of IS: 8329. , duly ISI marked and making joints using EDPM/ nitrile rubber gaskets in trenches/under road/surface/ UG etc. and complete all as specified and directed. Rates are inclusive of EDPM/ nitrile rubber gaskets. Note : Excavation and earth work will be paid seperately under repective item of the schedule. Rates are inclusive of DI specials and will be paid paid under respective item of schedule.

Removing excavating surplus soil, n.exc. 50.0 m and depositing where directed at a level n.exc. 1.50m above the starting point.

Item No 06 : Construction of brick masonry valve pit of size 1050 mm x 1050mm x 950 mm (internal dimensions) with one brick thick wall in cement mortar 1 : 4 on 100 mm thick PCC 1:4:8 type D2 (using 40mm graded broken stone aggregate) as in foundation lean concrete, including PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in benching and coping and 10mm thick cement plaster in CM (1:4) internally and externally upto 15cm below ground level providing valve pit cover 40x40x6mm angle iron frame all-round fixed by means of 4 Nos holdfast 150mm long made out of flat iron 40x6mm embedded in PCC block (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) of size 230x200x100mm incl provn of hinges welded with angle iron frame and MS cover 3mm thck sheet, MS handle of suitable length and size welded with MS cover and suitable locking arrangement and applying two coats of synthetic enamel paint over a coat of red oxide primer including necessary excavation and earth work in soft/loose soil complete all as shown on drawing and as specified.

Item No 07 : Earthing complete with galvanised steel earth plate electrode 60 cm x60 cm x 6 mm thick buried directly in ground ,(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 and including galvanised iron earth strip 32x 6 mm by means of nut, bolts, check nuts and washers of galvanised iron or steel complete all as specified and directed including testing on completion including the material and labour of the following : - (a) Excavation and earth work for drilling hole for electrode in any type of Soil. (b) reinforced with welded steel wire fabric weighing not less than1.87 Kg/ Sq meter. (c) Funnel with watering pipe of GI 20 mm nominal bore light grade and lugs etc complete all as specified and directed (d) 40 mm nominal bore medium grade GI protection pipe upto 5 meter long for protection of earthing lead complete all as specified and directed. (e) Requisite quantity of common salt and charcoal. (f) Testing of earthing.

Item No 08 : M& L for cable root indicator MS sheet embossed with LT 1100 Volts Volts UG made with CI Plate 6 mm thick fixed with MS angle Iron of size 30x30x4mm of length 400 mm long including PCC work 1:2:4 type B1 of size 150x150x150 mm complete all as specified & directed

Item No 09 : Supply, Installation, test and Commissioning CPRI APPROVED out door type, LT PANEL of Suitable made out of 3.15 mm thick CRCA Sheet with projected Globe roof for rain water protection Dust and Vermin Proof , Double door with both side opening including Neoprene Rubber Gasket, suitable for 440 Volt 3 Phase 4 Wire System, including Danger Plate, Earthing Strip Point and Ventilation Louvers at Rear Side, Bottom detachable Gland Plate complete with suitable size Zinc Chromium Plated Nuts, Bolts and Washers, etc. and embedded with 50X50X6mm Mild Steel Angle Iron Frame and 750 mm above the Normal Ground Level complete with internal connection with suitable size of cable, cable lugs and cable glands PCC Foundation in Cement Concrete 1:3:6 (20 mm Graded Stone Aggregate) and Testing after Installation including complete all as specified and comprising of the following :–

Item No 10 : Supply and lay pipe ductile Iron , S/S including specials, Class “K-9” IS 8329, ,150 mm (6”) dia complete all as specified and directed .

Item No 11 : Supply and fix hose Pipe 01x30 Meter length or 2x 15 Mtr , 63 mm dia as per IS 884 including Nozzle , coupling all fitting accessories required at site Hose pipe shall be rubber lines woven jacketed and 63mm in diameter.They shall conform to type-2 (Reinforced rubber lined) of IS:639-1979. The hose shall be sufficiently flexible and capable of being rolled.Each run of hose pipe shall be complete with necessary coupling at the ends to matchwith the landing valve or with another run hose pipe or with Branch pipe. The couplings shall be of instantaneous spring lock type. Branch pipe shall be of gunmetal 63mm dia and be complete with male instantaneous spring lock type coupling for connection to the hose pipe. The branch pipe shall be externally threaded to receive the nozzle. The nozzle shall be of copper or gunmetal, 20mm in internal diameter.

Item No 12 : Supply and fix fire hydrant stand post with provn of single outlet conforming to IS 908, complete all as specified & directed.

and washers of all galvanised iron or steel all as shown in electrical plate No.3 of SSR Part-1 and connected to and including phophor bronze or copper strip 50x6mm 70mm long 3way test in PVC Junction box point including necessary excavation/ earth work in any type of soil/rock strata, PCC 1:3:6 type C1 cement concrete 1:2:4 type B1 reinforced with welded steel wire fabric (AMP) not less than 4 KG per Sqm funnel with wire mesh , PCC pit with 50mm thick PCC cover etc.

Item No 14 : M & L for fabrication of angle iron frame stand with equal angle of size 50x50x 6 mm suitable for fixing arrangement .Note: (i) Rate are Inclusive of all Minor nut /Bolt Required (ii) Rate are inclusive of all welding work required (iii) Rate are inclusive of one coat of red oxide primer and two coat of enamel paint & complete all as directed by Engr-in-Charge

Item No 01 B: Design and construction of static water tank 225KL Complete all specified in soil bearing capacity report, design basis report drawings and tender documents.

Schedule 'A' Part-II

(External Electric Supply)

Supply laying and testing cable XLPE insulated ,screeneed , PVC bedded galvanised steel strip or wire armoured ,electric power cable (heavy duty )1100 volts grade with stranded aluminium conductor of size 35 Sq mm 3.5 core conforming to IS 7908 / (PART-I) 1988 with the latest amendments including jointing materials such as cable glands & lugs etc and testing on completion all as directed.complete all as specified and as directed.

Supply laying and testing cable XLPE insulated ,screeneed , PVC bedded galvanised steel strip or wire armoured ,electric power cable (heavy duty )1100 volts grade with stranded aluminium conductor of size 10 Sq mm 2 core conforming to IS 7908 / (PART-I) 1988 with the latest amendments including jointing materials such as cable glands & lugs etc and testing on completion all as directed. complete all as specified and as directed.

Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth , for foundation, etc or for shafts, wells, cesspits, manholes, pier holes,etc. n exc 10sqm on plan and n exc 1.5m in depth and getting out in any type of soil

M/L for Returning , filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed.

M/L for Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and as directed.

Supply and laying sand cushioning with dry and clean washed sand over and under the under ground cable in trenches, ducts for cable protection 150 mm below & 80 mm above the cable as protection of cable complete as specified & directed. Note : Punned thickness of sand shall be measured & paid.

Supplying and laying unreinforced precast concrete cable cover, class LV Type I, flat, size 250mm x 150mm x 40mm complete all as specified and directed by Engr in charge.

Supply & Fixing in repairs Danger notice plate for LT, 20 x 15cm x 1.60 mm thick, mild steel sheet, vitreous, enamelled white, with letters, figures and conventional skull & bones in single red colour and fixed on LT Panel using suitable nuts, bolts and washers of required size complete all as specified.

Supply & Fixing MCCB, 4 Pole, 100 Amps, 415 Volt, 16 KA including connecting up using suitable size of lugs.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part III

(External Water supply)

Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth , for foundation, etc or for shafts, wells, cesspits, manholes, pier holes,etc. n exc 10sqm on plan and n exc 1.5m in depth and getting out in any type of soil

M/L for Returning , filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed.

M/L for Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and as directed.

Supplying, fixing and testing of cast iron Sluice valve PN1.6 as per IS-14846, body, dome, wedge-CI IS:210, rings -bronze IS:318, Spindle-SS IS:6603, Gland Paking greasy jute packing, fasteners-CS, Gasket- Natural rubber, nominal size DN-100 mm,both ends flanged in existing line, complete all as specified and directed by Engr-in-charge.Note : Suitable size flanges for existing pipe line, Joints and jointing materials shall be included under this item.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part IV

(Road, Path Curvert )

Surface excavation n. exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete.

Excavation over area n'exc 1.5m deep and getting outin soft/loose soil

Forming embankment including raising (or lowering earth spreading in layers n exc 30 cm thick watering ramming/ rolling and finishing to required size shape etc n exc 1.5m hign from base

Add or deduct item No 1 but and averaging 30cm deep and getting out in soft/loose soil complete.

M&L laying and compacting 150 mm thick (compacted thickness) dranular sub base course (GSB) grading as per GSB grade III as specified table 400-1 MoRTH specification for road and bridge works 2013 in a single layer over compacted subgrade with natura sand, crushed gravel, crushed stone, crushed slag or combination thereof as per grading required, the materials are mechanically mixed spread and levelling on subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100KN static weight for achieving required compaction density of atleast 98% of the MDD, consolidating to required gradient and camber complete all as specified and specification for road aned bridge works 2013.

M & L for 150 mm thick laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified and directed.

Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0. 7-1 kg/sqm on surface of WMM including preparation of WMM surfaces as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete including preparation of WBM surfaces all as specified and directed .

M &L for premixed bitumenous macadam laid/rolled and compacted to requred gradient and camber (consolidated thickness ) more then 75 mm complete all as specified and directed

M &L for applying eveanly a tack coat of cationic bitumen emulsion (RS-1) confirming to IS:8887 at the rate of application of 0.2-0.3 kg/sqm on bituminious surfaces as specified as table 500-5 of MoRTH specification for road work 2013 using mechanical sparyer after cleaning of existing surfaces complete all as specified and directed

M&L for bituminious premix asphaltic semi dense (consolidated thickness), (Minimum 5.5% binder content using paving bitumen of grade VG-30 by weight of total mix). Rolled and 40 mm thick compacted to required camber and gradient with power roller to a uniform smooth surface complete all as specified. The premix shall be prepared in hot mix plant and laid with mechanical paverall as specified.

M&L for moorum /red bajri filling in floors or paving laid in layers n.exc 15 cm thickness spread levelled and rammed including watering complete all as specified

M&L for preparation of new surfaces of wall and applying three coats of white wash complete all as specified and directed.

M&L for PCC 1:4:8 type D2 cement concrete as in foundation filling and mass concrete complete all as specified

M&L for 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 5 mm), including making drainage opening wherever required complete. complete all as specified

Excavating in trenches n.exc. 1.50m wide and n.exc. 1.50m in depth for foundation etc and getting out in soft/loose soil.

M & L for brick work with sub class B brick straight ir curved on plain exc 6 mtr mean radius built in CM 1:6 Complete all as specified.

M & L rendering 15mm thick on brick wall or concrete surface in cement mortar 1:6 finished even and smooth without using extra cement complete all as specified.

M&L for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as 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 and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using late vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete. complete all as specified

M & L PCC type B0 (1:2:4) 12.5 mm graded aggregate as cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones bed plates, etc inluding weathering, slightly rounded or chamfered angles and throating, as directed

Returnig filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm of soft/loose soil

M&L reinforced concrete pipes 600mm bore, class NP2, laid and jointed complete with collars joints all as specified and directed.

M&L for concrete bed for 600 mm dia pipe concrete bed type C2 1:3:6 using 40 mm graded aggregate to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in complete all as specified and directed.

M&L reinforced concrete pipes 450mm bore, class NP2, laid and jointed complete with collars joints all as specified and directed.

M&L for concrete bed for 450 mm dia pipe concrete bed type C2 1:3:6 using 40 mm graded aggregate to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in complete all as specified and directed.

M&L reinforced concrete pipes 300mm bore, class NP2, laid and jointed complete with collars joints all as specified and directed.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part V

(Fire Fighting )

Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth , for foundation, etc or for shafts, wells, cesspits, manholes, pier holes,etc. n exc 10sqm on plan and n exc 1.5m in depth and getting out in any type of soil

M/L for Returning , filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed.

M/L for Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and as directed.

S&F pressure gauge 100 mm dia with ball valve of pressure 25 kg/sqcm,complete all as specified & directed.

Supply & fix fire hydrant landing valve type A (single head outlet) of 63 mm dia conforming to IS 5290, complete all as specified & directed.

Supply and fix hose box for keeping 02x 15 mtr length hose pipe, .nozzle, coupling etc of 18 gauge MS Sheet 800mm X 600mm X 250mm with double door with 4 mm thick glasses and door frame made of 16 gauge MS sheet painted fire red out side and brilliant white inside yard complete all as specified and directed. Note : The external fire hose cabinet to accommodate the hose pipes, branch pipe nozzle and the hydrant outlets shall be fabricated from 1.5m sheet steel. This shall be lockable and provided with center opening glazed doors. The support for hose cabinet shall be of brick work up to a height of 0.5m above ground level. The depth of footing for this support shall be minimum 50cm below ground level,resting on leveling course of minimum 10cm of PCC (1:5:6). The brick work shall beplastered in cement mortar (1:6). The hose cabinet shall be painted red and stove enameled. Note : PCC Wk reqd will be paid seperately in respective item of schedule.

M&L for 25mm thick cement concrete (1:2:4) type B1, using 20mm graded crushed stone aggregate laid to fixing hydrant post even and smooth without using extra cement complete all as specified and directed.

Supplying, fixing and testing of cast iron Sluice valve PN1.6 as per IS-14846, body, dome, wedge-CI IS:210, rings -bronze IS:318, Spindle-SS IS:6603, Gland Paking greasy jute packing, fasteners-CS, Gasket- Natural rubber, nominal size DN-200 mm,both ends flanged in existing line, complete all as specified and directed by Engr-in-charge.Note : Suitable size flanges for existing pipe line, Joints and jointing materials shall be included under this item.

Supplying, fixing and testing of cast iron Sluice valve PN1.6 as per IS-14846, body, dome, wedge-CI IS:210, rings -bronze IS:318, Spindle-SS IS:6603, Gland Paking greasy jute packing, fasteners-CS, Gasket- Natural rubber, nominal size DN-150 mm, both ends flanged in existing line, complete all as specified and directed by Engr-in-charge.Note : Suitable size flanges for existing pipe line, Joints and jointing materials shall be included under this item.

Supply and fix Gun metal fire brigade inlet connection (suction collecting head) , 2 Way , complete all as specified and directed .

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part VI

Each set

Supply and errect Steel tubular swaged poles type 410 SP-55 (11.0 metres long) complete with MS base plate, finial taper plug, bolts, nuts, screws and top cover, with single swan neck bracket all as specified, directed and including the Material and labour for painting of pole externally with one coat of black bituminous paint (upto planting depth) and above plinth block/concrete collar with two coat of aluminium paint over a coat of red oxide steel primer for preparation of surface complete all as directed.

M&L PCC (1:4:8), type D-2, using 40 mm graded stone aggregate in foundations, filling and mass concrete bedding complete all as specified and as directed

M&L PCC (1:3:6), type C-2, using 40 mm graded stone aggregate in foundations, filling and mass concrete upto ground level complete all as specified and as directed

M&L PCC (1:2:4), type B-1, using 20 mm graded stone aggregate as in coping including necessary formwork complete all as specified and directed

Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth , for foundation, etc or for shafts, wells, cesspits, manholes, pier holes,etc. n exc 10sqm on plan and n exc 1.5m in depth and getting out in any type of soil complete all as specified and as directed.

M/L for Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and as directed.

Materials and labour for Aluminum conductor steel reinforced (ACSR) conductor ,size 2 of 6/1x2.59 mm (Weasel) on poles, floor , roof etc and stretching the same with required span, standard sag and binding the conductor with pin/shackle insulator and jumpers with aluminum binding wire not less than 2.00mm dia, PG clamp etc complete all as specified and as directed.

supply & fix Copper strip 20 x 3.15mm with saddles and fixing screws etc.for roof conductors and down conductors above ground Complete all specified and directed.

S&F GI strip 32 x 6 mm buried in ground after testing point including all fitting arrangement Complete all as specified and directed.

S&F test point terminal block made out of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 nos. 8mm dia 25mm long hex. head screw , drolled , cutting upper & lower portion for incoming & outgoing including double insulators two coat of synthic enamel paint complete as directed .

Supply and fix copper lighting arrester rod multipointed 15 mm dia & 500 mm long including fixing arrangement on pole complete all as specified and directed.

Material & Labour Shackle type polymer insulator including one galvanised mild steel spindle, two galvanised iron washers and one galvanised iron nut, 50mm height, 65mm dia for 550 volts grade complete all as directed by Engr-in-Charge

Supply and fix Galvanised, light grade pipe 50 mm diameter complete with fixing accessories such as couplers, lock nuts, saddles, pipe hooks etc. Complete all as specified and directed.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part VII

(Area Drainage)

Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth for foundation and getting out in soft/loose soil

M & L for PCC 1:4:8 type D-2 (using 40mm graded aggregate ) in foundations, filling and mass conctrete all as specified and as directed.

M & L for RCC M-25 (Design Mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs and mass concrete complete.

M & L for RCC M-25 (Design Mix) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings and buttresses complete.

Use and waste formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finished surfaces of concrete.

Use and waste formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter curved and rough finished surfaces of concrete.

Removing excavated material exc 250m but n exc 500m and depositing where directed

M&L for precast RCC type B-1 1:2:4 using 20mm graded stone aggregate as in manhole cover, set in CM 1:6 incl use and waste of formwork all complete all as specified and directed.

M&L TMT bar 10 mm dia and over, cut to length, bent to shape required ,including cranking, bending spirally for hooping for columns,hooking end and binding with and including mild steel wire and annealed not less than .9 mm dia complete all as specified and directed.

Total carried over to BOQ Rs.

Signature of Contactor

Sch 'A' Part-VII (Area Drainage) Lump sum price worked out by the contractor for (Area Drainage) as listed in Schedule 'A' Part-VII against the lump sum price inserted by the MES.

(Site Clearance)

Surface excavation n. exc 30 cm deep and avreage 15 cm deep and getting out soft / looge soil complete all as specified

Forming embankment including raising (or lowering earth spreading in layers n exc 30 cm thick watering ramming/ rolling and finishing to required size shape etc n exc 1.5m hign from base

Grubbing up tree trunk including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site

Excavation over area n'exc 1.5m deep and getting outin soft/loose soil

Removing of excavated material exc 50m but not exceeding 250m and depositing where directed at a level n exc 1.5m above the starting point

Total carried over to BOQ Rs.

SIGNATURE OF CONTRACTOR

DATED _________

Suppy, installation, commissioning and testing of electric water heater (geyser) of capacity 25 ltrs vertical storage anti corrosive body 5 star rating, Wattage : 2000 W : Capacity : 25L ; Star rating 5 ; Pressure 8 bar 3 Level safety : Capillary thermostat, automatic cut-out & mulit-functional valve to provide higher safety anti-rust : fitted with specially designed magnesium anode which prevents corrosion due to hard water quality, inner tank made of MS glass line coating with anti corrosion with safety valve, thermostat, NRV, Heavy stainless steel connection pipe for geyser connection pipe - 02 Nos for hot and cold water, necessary gate valve of suitable size complete all as specified and directed by Engineer-in-Charge.

S & F for Energy saving new generation environmental friendly long life versatile presure die cast aluminium IP 66 for security light fitting luminaire with high power LEDs as light source and electronic driver of capacity 35 watts (or nearest standard size), luminous efficacy not less than 110 lumen/watt, LED Chip, Diver and Housing should be same make with pre wired and necessary mounting arrangements and provision of 2.5 sq mm three core copper condutor cable multi stranded from ceiling rose to light fittinig including necessary dia GI pipe medium grade bracket 1.5 mtr long bend to required shape with clamps, nut, bolts complete all as directed by Engineer-in-charge.

Item No 17: S&F of Sign Boards wherever marked on drawing complete all as directed by Engr-in-Charge.

Item No 01 A : Design and construction of Amn Igloo of Capacity 225 MT with Laced Reinforced Concrete with traverse, loading and unloading ramp with sunshade for outer side gantry b/n Igloo building & VIFT, with antistatic flooring & required earthfilling for traverse and on top of igloo, alongwith grass turfing on roof top Complete all specified in soil bearing capacity report, design basis report, drawings and tender documents.

M & L for Point wiring using approved colour coding as per IS, with multistranded copper conductor 1.5 Sq. mm (nominal area), two single core, PVC insulated and unsheathed FRLSH cable 1100 volts grade ISI-694 marked drawn through in and including heavy duty, PVC concealed conduit of white/ ivory colour including all accessories after chasing in wall/ceiling etc, heavy duty ISI marked, with mudular metal box min 1.2mm thick, duly covered with modular white colour plate with frame and other necessary accessories ncluding PVC insulated multistrandard copper conductor 1.5 Sqmm (nominal area) single core FRLSH cable as earth continuity conductor to common earth and connecting to earth dolly including cutting, chasses and making good disturbed surface to match with existing finish with plaster complete all as specified and directed for the following :-

(a) One light point controlled by one, one way switch 5 Amps

Point

(b) One fan point/exhaust fan/wall fan point controlled by one, one way switch 5 Amps and regulator

(c) One light point controlled by , two way switch 5 Amps

(d) One bell point controlled by one, bell switch 5 Amps

(e) One 3 point 5 Amps switch socket outlet point controlled by one switch on the same board.

(f) M & L for Point wiring using approved colour coding as per IS, with multistranded copper condu+B5:B11

Description all as per item No 1 here in before but using 2.5 sq mm single core copper conductor two nos cables of multi strandard FRLSH PVC insulated unsheathed 1100 volts grade for 5/15 amps switch socket cobmination point including necessary running of 2.5 sq mm copper conductor flame retardant PVC wire as earth continuity conductor along with wiring and connecting to the common eath dolly.

Description all as per item No 1 here in before but using 4 sq mm single core copper conductor two nos FRLSH cable of multi standard PVC insulated unsheathed 1100 volts grade for 5/15 amps switch socket combination point including necessary running of 4 sq mm PVC insulated copper conductor FRLSh cable as earth continuity conductor along with wiring and connecting to the common eath dolly.

Note :- (a) Circuit wire from MCB to switch board is deemed to be included with unit rate of item point wiring and the size of circuit wire should be 4.0 sqmm for L.N.E

S & F ceiling rose, surface Bakelite with 3 terminals, ISI marked for batten fitting complete.

S & F modular switch piano flush type, single pole, one way, and 5/6 Amp single module complete all as specified.

S & F modular switch piano flush type, single pole, two way, and 5/6 Amp single module complete all as specified.

S & F modular switch piano flush type, single pole, one way, and 15/16 Amp single module complete all as specified.

S & F modular socket outlet multipurpose having provision for 3 pin, 5/6 Amp and 2 pin, 5/6 Amp, 2 module piano flush type complete all as specified.

S & F modular socket outlet multipurpose having provision for 3 pin, 15/16 Amp and 3 pin, 5/6 Amp, 2 module piano flush type complete all as specified.

S & F Bell push modular 6 Amps single module complete all as specified.

S & F Bell Electric ding dong type suitable for operation on 230 volt 50 HZ AC supply complete all as specified and as directed.

S & F for sheet metal enclosure with socket plug top and MCBs 20 Amps 240 V single pole and neutral enclosure with a two pin and earth plug and socket complete with necessary provision for inserting the metal enclosure box in wall by cutting the brick/stone masonry etc and making good of disturbed surface to match with existing color of wall complete all as specified and as directed.

M & L for sub main wiring with approved color coding as per IS with two single core PVC insulated FRLSH cable with stranded copper conductor of size 4 Sqmm nominal area and drawing into suitable size of PVC non metallic rigid heavy duty PVC conduit of white/ ivory color and its accessories ISI marked heavy duty of suitable size including concealed in wall etc one run of PVC insulated with 4.0 Sqmm (nominal area) stranded copper conductor FRLSH cable as earth wire complete all as specified and as directed.

Note :- Two runs of 4 sqmm cable, one run of 4 sqmm cable and one run of PVC conduit will be measured as one unit.

M & L for Sub main wiring with approved color coding as per IS with two single core PVC insulated FRLSH cable with stranded copper conductor of size 6.0 Sq mm nominal area and drawing into suitable size of PVC non metallic rigid heavy duty PVC conduit of white/ ivory color and its accessories ISI marked heavy duty of suitable size including concealed in wall etc one run of PVC insulated with 6.0 Sqmm (nominal area) stranded copper conductor FRLSH cable as earth wire complete all as specified and as directed.

Note:- Two runs of 6.0 sqmm cable, one run of 6.0 sqmm cable and one run of PVC conduit will be measured as one unit

S & F for sheet metal enclosure MCB DB SPN 16 way with suitable current rated bus bar 240 volts double door including blanking plate for dummy space with magnetic locking system including necessary provision for inserting the DBs in wall by cutting the brick/stone masonary etc and making good of disturbed surface to match with existing colour of wall complete all as specified and as directed.

Note :- The rate of dummy plate shall be deemed to be included in unit rate of item

S & F for sheet metal enclosure MCB DB SPN 8 way with 200 Amps rated bus bar 240 volts double door including blanking plate for dummy space with magnetic locking system including necessary provision for inserting the DBs in wall by cutting the brick/stone masonary etc and making good of disturbed surface to match with existing colour of wall complete all as specified and as directed.

S & F for Tripper RCBO (EL+MCB) of rating 32 Amps, DP 10 KA, C curve, 4 M, 100 mA (nearest standard size) 240 volts, protection against over currents, short circuit and earth leakage faults As per IS 12640-2 & IEC 61009 1 complete ass as specified and as directed by Engineer-in-Charge

S & F for Tripper RCBO (EL+MCB) of rating 25 Amps, DP 10 KA, C curve, 4 M, 100 mA (nearest standard size) 240 volts,

protection against over currents, short circuit and earth leakage faults As per IS 12640-2 & IEC 61009 1 complete ass as specified and as directed by Engineer-in-Charge

S & F for MCB single pole rated capacity 6-32 Amps, 240 Volts breaking capacity 10 KA, 'C' curve complete all as specified and as directed.

S & F ceiling fans complete with blades, down rods, electronic regulator modular type and accessories, 230 V, 1200 mm sweep. Minimum air delivery 210 CFM with service value 6.0 BEE. 5 star rated with brushless direct current motor (BLDC) cmplete all as specified and directed.

S & F for energy efficient exhaust fan of 300 mm sweep 1350 RPM, 3 metallic blade, flow rate not less than 510 CuM per Hour made of metal body complete with louver with bolts nuts and washers, bolt , embedded in the wall including provision of PVC flexible copper cable three core from ceiling rose to exhaust fan for connection and making suitable size of hole to existing brick wall for fan base compelte all as specified and directed.

S & F for wall mounted LED tube light fitting 1 x 10 watts batten for surface mounted, anodized extruded aluminium housing, high transmissitivity diffuser, high lumen ouput box type fitting, luminous efficacy not less than 120 lumen/watt, CRI > 80%, THD < 30%, driver efficiency > 85%, PF > 0.9 Correlated color temperature 6500 K (cool daylight) 170 Volts to 230 volts and LED chip, Driver and Housing should of same make with warranty option of 2 years from date of installation complete with all accessories internally pre wired and necessary mounting arrangements, provision of new 3 core multistranded copper conductor and flexible conduit of size 23/0.193 from ceiling rose to fitting complete all as specified and as directed.

Total carried over to BOQ Rs.