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| 1 | SCHEDULE \\"A\\" Part-I (Building/Structures) (To be quoted by the tenderer) |
| 2 | Item No 01 A : Construction of block of 225MT IGLOO (Non AC) (Including Part design) complete all as specified and shown in architectural drawings including followings :-(i) Construction of IGLOO Building as per architectural and structural drawings all as specified and listed in CA.Note : Main Igloo Bldg will be constructed as per structural drawings of CFEES forming part of CA. Necessary supporting structure for MS ventilation pipe as shown in drawings shall be provided all as approved by GE. Other components like front traverse, VIFT, Toes wall with earth filling, shed between Igloo and VIFT will be as design and construction described in Items as ser No (ii) to (vi). CFEES structural drawings are designed for SBC of 10 t/Sq meter. In case SBC at site found less that 10 t/ Sq meter same shall be brought to 10 t/Sqm by suitable replacement of soil/ admixture(ii) Design and construction of Traverse wall all as shown in architectural drawings and specified and mentioned in tender document.Note : Suitable crumple if required shall be provided at junction of Igloo and front traverse wall as per relevant IS codes and its foundation will be integrated with main Igloo bldg, as per prevalent engineering practices. Please Enable Macros to View BoQ information Schedule 'A' Part-II (External Electric Supply) Item Description of Item Unit Rate per unit(Rs.) Qty Amount (Rs.) |
| 3 | Item No 01 A : Construction of block of 225MT IGLOO (Non AC) (Including Part design) complete all as specified and shown in architectural drawings including followings :-(i) Construction of IGLOO Building as per architectural and structural drawings all as specified and listed in CA.Note : Main Igloo Bldg will be constructed as per structural drawings of CFEES forming part of CA. Necessary supporting structure for MS ventilation pipe as shown in drawings shall be provided all as approved by GE. Other components like front traverse, VIFT, Toes wall with earth filling, shed between Igloo and VIFT will be as design and construction described in Items as ser No (ii) to (vi). CFEES structural drawings are designed for SBC of 10 t/Sq meter. In case SBC at site found less that 10 t/ Sq meter same shall be brought to 10 t/Sqm by suitable replacement of soil/ admixture(ii) Design and construction of Traverse wall all as shown in architectural drawings and specified and mentioned in tender document.Note : Suitable crumple if required shall be provided at junction of Igloo and front traverse wall as per relevant IS codes and its foundation will be integrated with main Igloo bldg, as per prevalent engineering practices. Please Enable Macros to View BoQ information Schedule 'A' Part-II (External Electric Supply) Item Description of Item Unit Rate per unit(Rs.) Qty Amount (Rs.) |
| 4 | 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. |
| 5 | 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. |
| 6 | 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 |
| 7 | 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. |
| 8 | 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. |
| 9 | 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. |
| 10 | 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. |
| 11 | 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. |
| 12 | 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. 500146.15 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part III (External Water supply) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 13 | 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 |
| 14 | 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. |
| 15 | 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. |
| 16 | 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. Total carried over to BOQ Rs. 63978.77 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part IV (Road, Path Curvert ) Item Description of Item Unit Rate per unit (Rs.) Qty Amount (Rs.) |
| 17 | Surface excavation n. exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete. |
| 18 | Add or deduct item No 1 but and averaging 30cm deep and getting out in soft/loose soil complete. |
| 19 | Excavation over area n'exc 1.5m deep and getting outin soft/loose soil |
| 20 | 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 |
| 21 | M&L laying and compacting 150 mm thick (compacted thickness) granular 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 natural 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 and bridge works 2013. |
| 22 | 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 80-100KN 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 MoRTH specifications for Road and Bridge works 2013 complete all as specified and directed. |
| 23 | 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 . |
| 24 | M &L for premixed bituminous macadam laid/rolled and compacted to requred gradient and camber (consolidated thickness ) more than 75 mm complete all as specified and directed |
| 25 | M &L for applying evenly 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 sprayer after cleaning of existing surfaces complete all as specified and directed |
| 26 | 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. |
| 27 | 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 |
| 28 | M&L for PCC 1:4:8 type D2(40 mm graded aggregate) cement concrete as in foundation filling and mass concrete complete all as specified |
| 29 | 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 plate vibrator, filling the joints with fine sand and cutting of paver block as per required size andpattern, finishing and sweeping extra sand; complete all as specified |
| 30 | 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 sand mortar1:3 (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 all as specified |
| 31 | 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. |
| 32 | 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. |
| 33 | 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. |
| 34 | M&L for preparation of new surfaces of wall and applying three coats of white wash complete all as specified and directed. |
| 35 | 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 |
| 36 | Returnig filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm of soft/loose soil |
| 37 | Removing excavating surplus soil, exc. 50.0 m but not exc 250 m and depositing where directed at a level n.exc. 1.50m above the starting point. |
| 38 | M&L reinforced concrete pipes 600mm bore, class NP2, laid and jointed complete with collars joints all as specified and directed. |
| 39 | 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. |
| 40 | M&L reinforced concrete pipes 450mm bore, class NP2, laid and jointed complete with collars joints all as specified and directed. |
| 41 | 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. |
| 42 | M&L reinforced concrete pipes 300mm bore, class NP2, laid and jointed complete with collars joints all as specified and directed. |
| 43 | 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. Total carried over to BOQ Rs. 36496683.1 Signature of Contactor Date: Schedule 'A' Part V (Fire Fighting ) Item Description of Item Unit Rate per unit (Rs.) Qty Amount (Rs.) |
| 44 | 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 |
| 45 | 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. |
| 46 | 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. |
| 47 | S&F pressure gauge 100 mm dia with ball valve of pressure 25 kg/sqcm,complete all as specified & directed. |
| 48 | Supply & fix fire hydrant landing valve type A (single head outlet) of 63 mm dia conforming to IS 5290, complete all as specified & directed. |
| 49 | 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. |
| 50 | 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. |
| 51 | 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. |
| 52 | 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. |
| 53 | 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. 298305.51 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part VI (Lightening Arrester ) Item Description of Item Unit Rate per unit (Rs.) Qty Amount (Rs.) |
| 54 | 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. |
| 55 | 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 |
| 56 | 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 |
| 57 | 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 |
| 58 | 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. |
| 59 | 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. |
| 60 | 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. |
| 61 | 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. |
| 62 | S&F GI strip 32 x 6 mm buried in ground after testing point including all fitting arrangement Complete all as specified and directed. |
| 63 | 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 . |
| 64 | 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. |
| 65 | 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 |
| 66 | 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. 569958.28 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part VII (Area Drainage) Item Description of Item Unit Rate per unit (Rs.) Qty Amount (Rs.) |
| 67 | Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth for foundation and getting out in soft/loose soil |
| 68 | 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. |
| 69 | 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. |
| 70 | 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. |
| 71 | 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 fair finished surfaces of concrete. |
| 72 | 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 fair finished surfaces of concrete. |
| 73 | Removing excavated material exc 250m but n exc 500m and depositing where directed |
| 74 | 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. |
| 75 | 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. 6289703.29 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part VIII (Site Clearance) Item Description of Item Unit Rate per unit(Rs.) Qty Amount (Rs.) |
| 76 | Surface excavation n. exc 30 cm deep and avreage 15 cm deep and getting out soft / looge soil complete all as specified |
| 77 | 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 |
| 78 | 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 |
| 79 | Excavation over area n'exc 1.5m deep and getting outin soft/loose soil |
| 80 | 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. 650765.5 SIGNATURE OF CONTRACTOR DY Dir (Contracts) DATED _________ FOR ACCEPTING OFFICER Schedule 'A' Part IX (Internal Electrification) Item Description of Item Unit Rate per unit(Rs.) Qty Amount (Rs.) |
| 81 | M&L for concealed flameproof point wiring with 1.5 Sq mm single core copper PVC insulated Halogen Free Flame retardent HFFR conductor Electolitic annealed plain copper ( multi-stranded), IS 8130 , conductor cable 1100 volts grade temperature up to 900 degee celcius , operating temperature range minus 25 degee celcius , to 110 degee celcius , Max short circuit temperature rating 300 degee celcius , non toxic and non-corrosive , 2 x current carrying capacity , self - extinguish and flame retardent , anti -rodent and anti-termite, and including concealed in stove enamelled steel ERW conduit of suitable size ISI marked inclusive of tees, bend, elbow, comprising stove enamelled steel etc upto including PTFE ( Teflon) types sealing proof joint complete including PVC insulated multi stranded copper conductor 1.5 Sq mm cable as earth wire to common earth dolly for the light/ sensors controlled by a specified switch all as directed and specified by engineer-in charge. Note :- At each store flame proof rotary switch controls with 02 nos of flame proof LED Well Glass Fitting lights. (a) Two flame proof light points controlled by one way switch 10 Amps . Note :- At each IGLOO store with flame proof rotary switch controls of 02 nos flame proof 1x 40 W LED Well Glass Fitting lights. Point 2199.6 24.0 52790.4 (b) One flame proof light points controlled by one way switch 10 Amps . Note :- For 1x16 W LED light Fitting & security 35 watt. Point 1267.5 24.0 30420.0 |
| 82 | S & F Switch flame proof rotary type with termination box in LM 6 conmnected with PVC cable to terminationbox in LM 6,10/16A single pole 250V. Note :- All switches are to be installed outside entrance. |
| 83 | S & F LED WELL glass light fitting 40 LED watt flame proof , CMRI certificate recommended for gas / vapour group of IIA & IIIB , zone 1 & 2 and IP 65 protection with die cast aluminium housing with heat resistant toughened glass with FLP LED well Glass Fitting icluding drivers , surge protector etc. including hanging arrangement complete with all acessories prewired and including connecting up with theecore flexible copper conductor cable with suitable size . |
| 84 | S & F LED light fitting 2x20 watt flame proof , CMRI certificate recommended for gas / vapour group of IIA & IIIB , zone 1 & 2 and IP 66 protection with die cast aluminium housing with heat resistant toughened glass with LED tube light and fixtures drivers , holders, connectors etc. complete with all acessories prewired and including connecting up with theecore flexible copper conductor cable with suitable Size . |
| 85 | Material and labour for Earthing complete for various Distribution box with copper earth plate electrode 600 X 600 X 3.15mm thick directly buried in the ground (earth pit not less than 2.25 m deep below ground level) with top edge of earth plate not less than 1.5 metre below the ground level, connected to copper strip 20 x 3mm by means of bolts, nuts, chuck nuts and washers of copper or brass , GI pipe 40mm bore light grade for protection of earthing strip, PCC chamber 1:4:8 type C-1 using 20mm graded stone aggregate. Internal surface of concrete chamber shall be given 12mm thick plaster in cement morter 1:4, funnel with wire gauge of 22 gauge ( 0.63) 8 mesh per linear inch, 50mm thick cover of RCC 1:2:4 type B-1, using 20mm graded stone aggregate reinforced with 8mm TMT bar at 100mm center to center both ways and charcoal dust and common salt all as shown in electrical plate No.3 of MES SSR Part-I and as specified including excavation and earth work , 20mm dia GI pipe for watering and connecting the earthing to an earthing test point as specified and testing on completion all as directed.Note: Unit rate quoted is inclusive of earth lead and protection pipe upto 7.5m from earth plate. |
| 86 | S & F for Energy saving Flame proof cum waterproof security light fitting of 35 W IP 66 with protection of cast Alluminium alloy material and Heat and Impact resistance touhen ''A\\" clear glass having Anti Corrosive epoxy powder coated finish complete with all acessories pre wired and including connecting with threecore flexible copper conductor cable with suitable size 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 of same make with pre wired and necessary mounting arrangements and provision of 2.5 sq mm three core copper flexible conductor cable multi stranded from junction box to light fitting 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. Total carried over to BOQ Rs. 948407.44 SIGNATURE OF CONTRACTOR DY Dir (Contracts) DATED _________ FOR ACCEPTING OFFICER |
