753000A PROVN OF SINGLE MEN AND WOMEN BARRACKS ALONGWITH COOK HOUSE AND DINING HALL FOR AGNIVEERS ATTENDING VARIOUS MUSIC COURSES AT JOINT SERVICE TRAINING INSTITUTE JSTI CARIAPPA COY IN AEC TRG COLLEGE AND CENTRE PACHMARHI

Sch 'A' Part-X (RCC Retaining Wall) Lump sum price worked out by the contractor for 'RCC Retaining Wall' as listed in Schedule 'A' Part-X against the lump sum price inserted by the MES.

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

Note for Srl No 2 to 13 The percentage above / below the SSR -2020 (part-II) rates shall be derived from the amount quoted by the contractor against Srl No. 2 to 13 by comparing it with the amount inserted / pre- priced by the department and the same shall be applicable for the items of respective schedule

(b) PCC (1:4:8) type D2 using 40 mm graded stone aggregate in base (0.60 m dia x 0.15 m height).

(c) PCC (1:3:6) type C2 using 40 mm graded stone aggregate in foundation filling (0.60 m dia x 1.5 m height).

Item No 18 : Supply and fix polycarbonate reflective convex mirror of size 1000mm dia made of ABS/ fiber/ plastic body with upper collar complete with mounting hardware i.e. necessary clamps & nut bolts etc mounted on and including 50 mm dia MS pipe having 3.0M length duly painted with and including two coats of synthetic enamel paint as approved by GE over a coat of red oxide primer and fixed on the ground after necessary excavation and earth work in any type of soil, embeding the delineators on the ground with & including PCC (1:2:4) type B1 using 20mm graded stone aggregate (minimum PCC block size 200mmx 200mmx 200mm for proper grouting) complete all as specified and directed. Make of Convex Mirror:- RSCM-80 of Road Star or equivalent Model of make- Green Lite or Dark Eye or Sun Lite as approved by AGE(I).

(d) PCC (1:2:4) type C2 using 40 mm graded stone aggregate in coping (0.60 m dia x 0.45 m height).

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

COMPOSITE RAIN WATER HARVESTING SYSTEM The unit rates for Composite Rain water Harvesting system include of the following Underground water storage tank of 5000 Litre capacity (01 Piece), First flush system (01 Set), Gravity Filer (01 PC), UPVC SCH 40 Delivery pipes 25mm size (15 mtr) UPVC SCH 40 Down take pipes 100mm size (15 mtr)

Item No 14 : Supply and fix Bronze Gun-metal, globe or gate valve

s, with iron wheel head, screwedboth ends for iron pipe and fixed of size 32mm dia .

Item No 15 : Cutting existing pipe up to dia 80mm/100 mm and and fixing / connected new pipe line with all connected accessories complete all as specified and directed

Item No 16 : Voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of ± 2.5% and of capacity 1.00 KVA.

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

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 (Sewage Disposal) Lump sum price worked out by the contractor for 'Sewage Disposal', excavation & earth works' as listed in Schedule 'A' Part-V against the lump sum price inserted by the MES.

OUTGOING (a) MCCB IP 44 and IP 66/67 protection, 4 pole, 415 volts, Lcu=35 KA breaking capacity, rating 160 Amps, adjustable thermal magnetic release including all fixing accessories with both ends spreader links-02 Nos (b) MCCB IP 44 and IP 66/67 protection, 4 pole, 415 volts, Lcu=35 KA breaking capacity, rating 100 Amps, adjustable thermal magnetic release including all fixing accessories with both ends spreader links-02 Nos

OUTGOING (a) MCCB IP 44 and IP 66/67 protection, 4 pole, 415 volts, Lcu=25 KA breaking capacity, rating 63 Amps, adjustable thermal magnetic release including all fixing accessories with both ends spreader links-06 Nos. (b) Single phase electronic 30 A electric meter Make L&T - 06 Nos,

Item No 52: S&F 17 KLD Compact STP Automatic (using electric contol panel ) mild steel Plant based on MBBR technology having 2kw electric Sewage transfer pump power and following treatment stages (i) Bar screen chamber (ii) MBBR media (iii) Secondry Settling media (iv) Chlorine dosing system (v) Multi-grade sand filter (vi) Activated carbon filter (vii) Slude recirculation (by pump transfer) (viii) Filter feed pump (ix) Air Blower & diffuser (xi) Slude feed pump (xii) Filter press etc complete all as specified.

Item No 03 : Supply, fabricating, erecting LT Panel board out door type CPRI approved,as per IS 8623 double door totally enclosed weather and vermin proof suitably ventilated 415 Volts, 50 cycles, AC supply, factory made fully compartmentalized made out of 3.00 mm thick CRCA sheet steel for load bearing and 2.00 mm thick for non-load bearing protection of enclosure IP 54 as per IS-2147 of 1962 with pretreatment and powder coated of approved colour including suitable size angle iron/flat iron frame work / support, required civil works, excavation & earth work, PCC 1:2:4 foundation etc, installation, testing & commissioning with & including following : complete all as specified and directed.

Item No 04 : Supply, installation, commissioning and testing outdoor wall mounting LT Panel Board of minimum size 1.00 m (height) x 1.00 m (breath) x 0.30m (depth) factory made CPRI approved panel, weather, dust & vermin proof indoor, double door, front openable, including four comparment for fixing of four nos Three phase meter and MCB TPN and providing glass view for reading of meter and providing rubber/ PVC gasket of suitable size all sides of door, with copper busbar wrapped with PVC tape/ sleeves with PVC tape/ sleeves with maintainedvthe colour code and copper strip/wire busbar of suitable size ot MCCB input and MCCB /MCB output of suitable length for connection of cable from main busbar, made out of 2.50 mm thick mild steel CRCA sheet with suitable size angle in supporting frame including applying two coats of Powder coated paint over a coat of red oxide zinc chrome primer over exposed external internal surface suitable for 3 phase 4 wire system 415/440 volts grade including complete internal wiring with 10 Sqmm copper wire and necesary with all incoming and outgoing cables complete all as directed bt Engineer-in-charge. (for officers Accn)

Item No 05 : S&F street light junction box with thermoplastic, IP 65 cable junction box with metric knockouts on all sides, check nut, cable glands for cable entry size: 200 x 160 x 98 mm (Approx) locking arrangement system mounted on pole, consisting of , cable terminal,glands, making weather proof 01 No DIN rail and 01 NoMCB SP , 10KA, 6 Amps etc for terminating 4core, 16/25 sqmm 3.5C UG cables.and screw etc, painting and making test point and testing complete all as specified and as directed

Item No 07 : Supply only of fire extinguiser ISI marked CO2 type Fire Extinguisher 4.5 KG capacity conforming to IS : 15683 :2006 (old IS : 2878) made from seamless cylinder conforming to IS : 7285 duly approved by chief controller of explosive , Nagpur fitted with ISI Marked Controlled valve conforming to IS : 3224 , high pressure 1 mtr long discharge hose and horn complete with initial gas charged with carrying handle and wall mounting bracket, , suitable for operating between 30 degree centrigrade to + 55 degree centigrate, Fire Rating Class - 138.

Item No 08 :Supply only of stored pressure fire extinguiser ISI marked powder type Fire Extinguisher 4 KG capacity suitable for Class "A", "B", "C" Fire consisting with discharge hose and nozzle of welded cylinder, squeeze lever discharge valve fitted with pressure indicating guage, internal discharge tube, discharge nozzle suspension bracket conforming to IS : 15683 :2006 (old IS : 2878) duly charged with ISI Marked Mono Ammoniumphosphate base ABC powder conforming to IS : 14609 and pressurized with Nitrogen Gas, suitable for operating between 30 degree centrigrade to + 55 degree centigrate, Fire Rating Class - 1A & 13B

Item No 09 : Supply only of Fire bucket iron body red colour 10 L capacity for dry sand stored type ISI Marked IS : 2546 :2006, complete all as specified and as directed.

Item No 10 : Supply only of Fire Extinguisher Mechanical Foam type ISI Marked Foam (AFFF) type Fire Extinguisher 9 ltrs capacity fitted with Forged Brass squeeze lever discharge valve, conforming to IS : 15683 :2006, complete with initial refill consisting of ISI Marked CO gas cartridge of 60 gms capacity conforming to IS 4947 and ISI Marked AFFF conforming to IS : 4989, suitable for operating between + 50 degree centrigrade , Fire Rating Class - 3A & 34B

Item No 11 : Supply & fixing pipes galvanized midium grade and laid in trenches complete including fittings of size 65 mm(2.5 inch).

Item No 12 : Supply and fix Bronze Gun-metal, globe or gate valves, with iron wheel head, screwedboth ends for iron pipe and fixed of size 65mm dia .

INCOMING (a) Copper busbar suitable for 400 A wrapped with PVC sleeves with maintained the colour code and provision of making holes with nuts, bolts & washers for cable connections including hydrograpic insulators with nuts & bolts at both ends = 04 no

Item No 13 : Supply and fix Bronze Gun-metal, globe or gate valves, with iron wheel head, screwedboth ends for iron pipe and fixed of size 40mm dia .

Schedule 'A' Part II

(External Electrical Supply)

Supply, fixing, connecting and testing 100 KVA step down, outdoor type 11/0.433 KV, AC double wound core type, copper wound, oil immersed, air naturality cooled with external cooling tubes, transformer delta connetion of HV side and star connection on LV side in accordance with vector symbol DyN-11 (vector group 4) and having tapping of ±7.5% in equal step of 2.5% change by means of auto off load tap changing arrangement. The voltage regulation shall be as per IS including first fill of transformer oil as per IS-335 and including all fittings/accessories as specified in SSR Part-1 and IS-1180 (Latest edition) for EEL 3 the transformer should have cable box on LT side and brass bushing on HT side.

The limit of temp rise after continuous full laod run as specified in SSR Part-1 and IS-1180 (Latest Edition) for EEL 3 shall be suitably adjusted to suit the maximum ambient temp prevailing at site all as specified comprising with and including the following specifications :- i) 01 Nos Cable box on LT side consisting of 03 Nos porcelain bushing with bushing brass rods and nuts washers and cable glands of suitable for reception of cable LT 1100 Volts grade XLPE insulated heavy duty including gland joint complete. ii) HV bushing with arching horn on 11 KV side. iii) Oil conservator with filter type drain valve and oil level guage. iv) Explosion Vent.

v) Thermometer Pocket. vi) Two Earthing Terminal on tank body to facilitate fixing of 32x6 GI strips. vii) One No Thermometer Dail type vapour pressure type having range 0-120 degree centigrade with maximum temperature indicator and re-setting device to maximum temperature including needle of temperature guage : Max reading pointed terminal. viii) Rating plate with terminal marking plate. ix) Oil level guage. x) Oil drain filter valve. xi) Oil filling pot on top cover with plug. xii) Air release valve/plug. xiii) First fill of transformer oil confirming to relevant to IS and tested upto 60 KV dielectric strength. xiv) Inspection cover. xv) Lifting lugs and jack lifting pad support. xvi) Bi-directional plain / flanged rullers. xvii) Explosion vent with double diaphragm and sight glass.

Supply, laying, testing and commissioning HT cable, XLPE insulated, screened, PVC bedded, galvanised steel strip armoured, electric power cable heavy duty with aluminium conductor, confirming to IS 7098, Part - II, 6.35KV (UE)/11 KV ( E) grade, of size 95 sqmm, 3 core laid in pipes/ ducts/trenches/under road all as complete all as specified and as directed.

Supply and fix cable jointing kit for 11 KV grade cable for indoor termination, Cold shrink type, joint complete with jointing material and accessories suitable for 3 core XLPE, armoured, Al conductor cable of size 95 sqmm

Supply and fix cable jointing kit for 11 KV grade cable for outdoor termination , cold shrink type, joint complete with jointing material and accessories suitable for 3 core XLPE, armoured, Al conductor cable of size 95 sqmm.

Supply and laying & testing and commisioning LT underground cable 1100 volts grade, XLPE insulated and PVC sheathed heavy duty armoured with multi staranded aluminium conductor laid in pipes, trenches/ducts, on poles etc for service connections of following size complete all as specified and directed

(a) 2 core x 10 sq mm

(b) 3.5 core x 35 Sqmm

(c) 3.5 core x 50 Sqmm

(d) 3.5 core x 70 Sqmm

Excavation in trenches n.exc 1.5 mtr wide and n exc 1.5 mtr in depth and getting out in soft/ loose soil for laying of cables/pipes etc complete all as specified and as directed.

Returning, filling in including spreading, levelling, watering and well ramming in layers n.exc 25 cm in soft / loose soil complete all as specified and as directed.

Removing surplus excavated soil n.exc 50 mtr and depositing where directed at a level n.exc 1.5 mtr above the starting point complete all as specified and as directed.

Material and labour for sand filling in trenches with clean dry unwashed sand for cushioning of under ground cable in layers of 23cm thick (8 cm before laying the cable and 15 cm thick after laying the cable) including watering and consolidation, complete all as specified and as directed. Note : Punned thickness 18 cm of sand will be measured.

Supply and laying of sub class B bricks laid flat adjacent to each other perpendicular to the direction of U/G cable all as specified and directed.

M&L for earthing complete with galvanised steel earth plate electrode 60cmx60cmx6.3mm thick, buried directly in ground (earth pit not less than 2.25 mtrs deep below ground level) with top edge of the plate not less than 1.5 mtrs below normal ground level, connected to galvanised iron strip 32×6mm as earthing lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No 3 in SSR Part -I connected to earthing test point all as specified complete with excavation & earth work, PCC pit with 50mm thick RCC cover (grade M-15) having suitable handle (10mm MS Rod) 20mm dia GI medium grade ISI marked watering pipe with GI funnel with wire mesh 40mm bore GI pipe medium grade ISI marked for protection of earth lead conductor all as directed and testing on completion.

Supply and errect Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 (9.0 metres long) including the two coat of aluminium paint over a coat of red oxide steel primer including preparation of surface including painting of 30cm wide blue bands 3 Nos. with synthetic enamel paint in alternate layer upto the height of 1.5m above plinth block. (e) Material and labour for writing letter or figures (Block, Roman, italic as Indian) with thick synthetic enamel paint of approved shade not exc height in numbering of pole all as directed.

(a) Excavation in post holes in any type of soil not exceeding 0.5 cum each, getting out, returning filling in and ramming earth in layers not exceeding 25 cm watering and disposal of surplus soil to a distance not exceeding 50 m and making good surface complete.

(Solar Water Heater)

Schedule 'A' Part-XII

(e) Pole cap 0.30 m long externally fitted on pole top duly welded with a light grade ISI marked GI pipe bracket 1.5 m long for mounting street light fitting.

(f) 2 core x 10 Sqmm (foe post top lantern connections)

Supplying and fixing 80 mm bore,ISI marked steel tubes light grade galvanised with all fitting used for cable protection complete.

Supplying and fixing 100 mm bore,ISI marked steel tubes light grade galvanised with all fitting used for cable protection complete.

Supply and fixing LED Building light fitting 35 Watt (Having luminous efficacy not less than 120 Lumen/watt) 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete. Note : LED Chip, Driver and housing should be of same make.

Supply, installati

on,testing and commisioning of triple pole gang operted,air breaker off load disconnecting switch consists of galvanised steel base HT insulator as per BSS/IS non ferrous knife and spring loaded arcing horn of adequated section to breaker magnetizing current of the transformer,horizontal GI pipe/Ms square rod of suitable lenght for phase seperation adequate length of GI pipe fixed vertically for operation from ground level and operating complete in both OFF and ON position and having all ferrous parts hot dipped galvanised and non ferrous parts heavely with stand weather suitable for vertical mounting of current rating upto 200 Amps for 11000 volts, 50Hz complete all as specified and directe. Make : Jaipuriya Brothers or eqvt approved.

Supply, Installation, testing and commisioning of triple pole drop out fuses assy channel type consists of galvanised steel base HT insulators as per BSS/IS,Mounted on common channel having all ferrous parts hot dipped galvanised and non ferrous parts heavely with standweather suitable for current rating upto 200 Amps for 11000 volts 50 Hz complete all as specified and directed. Make:Jaipuriya Brothers or eqvt approved.

Each Set of Three

S & F of LED street light 120 watt (Having lumen efficacy not less than 140 Lumen/Watt))made up of pressure die cast aluminium housing with toughned glass and individual high power LEDs with secondary optics, IP66 protection and resistance of IK07 having clamp for mounting on pole /wall working on 240V AC 50Hz, consisting of reflective lens, wired with appropriate driver, PF > 0.98, having over voltage protection upto 400Volts, including fixing on steel tubular or PCC pole with 2 Nos MS clamps made of 40x6mm and bracket made of 40mm dia light grade GI Pipe , not less than 1.2 m long including connection with 02 single Core PVC insulated Copper conductor cable 1100V grade of size 1.5sqmm complete with all as specified. Note : Chip, housing, LED Driver should be make of same company and directed. Make Philips or equivalent in /syska/wipro/surya/CG

(a) Excavation in post holes in any type of soil not exceeding 0.5 cum each, getting out, returning filling in and ramming earth in layers not exceeding 25 cm watering and disposal of surplus soil to a distance not exceeding 50 m and making good surface complete.

(Solar Water Heater)

Schedule 'A' Part-XII

(e) Pole cap 0.30 m long externally fitted on pole top duly welded with a light grade ISI marked GI pipe bracket 1.5 m long for mounting street light fitting.

Supply and errect Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-55 (11 mtr) including the two coat of aluminium paint over a coat of red oxide steel primer including preparation of surface including painting of 30cm wide blue bands 3 Nos. with synthetic enamel paint in alternate layer upto the height of 1.5m above plinth block. (e) Material and labour for writing letter or figures (Block, Roman, italic as Indian) with thick synthetic enamel paint of approved shade not exc height in numbering of pole all as directed.

M&L for earthing complete with galvanised steel earth plate electrode 60cmx60cmx6.3mm thick, buried directly in ground (earth pit not less than 2.25 mtrs deep below ground level) with top edge of the plate not less than 1.5 mtrs below normal ground level, connected to galvanised iron strip 25×4mm as earthing lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No 3 in SSR Part -I connected to earthing test point all as specified complete with excavation & earth work, PCC pit with 50mm thick RCC cover (grade M-15) having suitable handle (10mm MS Rod) 20mm dia GI medium grade ISI marked watering pipe with GI funnel with wire mesh 40mm bore GI pipe medium grade ISI marked for protection of earth lead conductor all as directed and testing on completion.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part III

(External Water Supply)

Excavation in Trenches in soft loose soil n.exe 1.5m wide &1.5 m depth and getting out for taking out old unservieable water tubing or laying of new water tubing ,all as specified and directed by Engr-in Charge.

Returning filling in including spreading leveling watering and well ramming in layer n exc 25 cm all as specified and directed by Engr-in -charge.

Removing surplus soil to a distance n exc 50 mand depositing where directed at a level n exe 1.5 m above the starting point all as specified & directed by Engr-in Charge.

Supply & fixing pipes galvanized midium grade and laid in trenches complete including fittings of size 40 mm.

Supply & fixing pipes galvanized midium grade fixed to walls and ceilings or laid in floors fixed complete including fittings of size 32 mm.

Supply & fixing pipes galvanized midium grade fixed to walls and ceilings or laid in floors fixed complete including fittings of size 20 mm.

Total carried over to BOQ Rs.

SIGNATURE OF CONTRACTOR

DATED _________

Schedule 'A' Part IV

S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colur having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws, all as specified and directed.

M&L painting to new surfaces of any description, over 10 cm in width or girth, not otherwise described incl preparation, pring with zinc chromate and two coats of synthetic enamel paint complete all as specified and directed.

(Road, Path and Culverts)

Excavation over areas n.exc. 1.5m deep and getting out in hard /Dense soil complete all as specified and as direceted.

Rolling and consolidating formation surface in cutting on power roller exc 5 tonne & n exc 8 tonne complete all as specified and as direceted.

M&L laying and compactiong 150 mm thick (compacted thickness) Granular Sub Base (GSB) grading as per Grade III as per table 900-1 of MoRTH specifications for Road and Bridge Works 2013 in a single layer over compacted subgrade with natural sand crushed gravel crush stone crushed slag or combination thereof as per the grading required. The material are mechanically mixed, spread and levelling on the subgrade by using motor gradetr of adquate capacity and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density Consolidating to required gradient and camber complete all as specified and directed with finished surfaces tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and as direceted.

M&L 150 mm thick Providing and Laying Dry lean Concrete (DLC) 150 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cemen content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting usign high amplitude tamping bars o paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge work 2013 complete all as specified and as directed

M& L Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre,thickness of concrete 25 cm or less complete all as specified and as directed.

Material and Labour for TMT bars 10mm dia and over dia cut to length, bent to shape required, including cranking, bending, hooking ends as in dowel bars complete all as specified and as directed.

Forming 12mm thick Expansion joints for 200mm thick slab filled with pre-formed bituminous filler and top 30mm primed andsealed with sealing compound, Grade ‘A’ complete all as specified and as directed.

Finishing surface of concrete roads,pavements,by brooming complete all as specified and directed.

Removal of excavated material soils to a distance exceeding 250m but n exc.500m and depositing where directed

Manufacturing, supplying and fixing retro reflective Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification.

Forming 25 mm width expansion joint in concrete slab for full depth of POC. Early entry saw and subsequent cutting by using dia

mond bit cutter o appropriate size. straight and smooth edges. Join cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The join then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS- 5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacture complete as specified and directed.

Forming dummy/contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1/3rd to 1/4th the thickness of the slab widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size straight and smooth edges Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8 mm dia application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212 , BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) OF +/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed.

Surface excavation n.exc(not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed.

M & L for Plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in subbase 100 mm thick complete all as specified and directed.

M&L Hard Core of gauge n.exc. 63mm deposited spread and levelled in layers n.exc. 15 cm thick watered and rolled/ rammed to a true surfce.

M&L for 60mm thick coloured machine pressed precast concrete interlocking paver block glossy finished any size and shape conforming to IS 15658-2006 , M-40 Grade with grey cement and pigment over stone dust filling complete all as directed.( Cost of Stone dust will be measured and paid separately)

M & L for Sand filling under floors or in foundations including wateringand consolidation complte all as specified.

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

Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in hard/dense soil.

M&L for Cement concrete type D-2 (1:4:8) 40mm graded stone aggraegate as in foundation filling and mass concrete complete all as specified and as directed.

M&L for brick work built in cement mortar (1:6) using fly ash bricks straight or curved on plan exceeding 6m mean radius complete all as specified and directed.

M&L for PCC 1:3:6 type C-1 20mm graded stone aggraegate in copings and like incl. weathering slightly rounded /chamfered angles with and incl. necessary use and waste of form work for fair faces of concrete complete all as specified and directed.

M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.

M & L for rendering 15 mm thick in cement mortar (1:4) on fair faces of brick work and finished the surface fair and even complete as specified and directed

M&L for two coats of cement base paint on newly plastered wall surfaces incl preparation and one coat of priming with alkali resistant priming paint complete all as specified and directed.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part V

(Sewage Disposal)

Returning, filling in trenches including spreading , leveling, watering in layers n.exc 25cm thick soft loose soil.

M & L for Preparation of newly plastered surface of walls or RCC post surfaces and applying three coats of white wash.

Chain Link Fencing

Excavating in trenches n exc 1.5m wide and n exc 1.5M depth for foundation in Hard/dense soil and getting out complete all as specified and directed.

M&L for P

CC 1:3:6 Type C-2 (using 40mm graded stone agg) as in foundation/mass concrete filling etc all as specified.

M&L for brick work built in cement mortar (1:4) using fly ash bricks straight or curved on plan exceeding 6m mean radius complete all as specified and directed.

M&L for PCC 1:2:4 type B-1 (using 20mm graded stone agg) as in Man hole channel and surface drain slightly rounded or chamfered angles etc complete all as specified.

Extra for Forming fair finished channel 30 cm inner girth in cement concrete using extra cement including mitered stopped ends etc complete.

M&L for rendering 15 mm thick in CM 1:4 with water proofing compound on fair faces brick work or concrete surface and finished even and smooth without using extra cement etc all as specified.

Supplying only integral water proffing compound ISI marked

S & laying for DWCPE (SN8) 180 (OD)/163(ID) mm, diameter Pipes For Depth 0.7-1.65 meter laid on 150 mm thick bed with excavation in any type of soil, including manholes/drop manhole of standard size made of Brick masonry/ RCC/Precast RCC with SFRC ventilating cover and frame. Includes all items and activities to execute and make sewer line functional complete all as specified and directed.

M&L for RCC 1:2:4 Type B-1 (using 20mm graded stone agg) as in top of manhole for fixing covers and the like including weathering slightly rounded/chamfered complete.

S&F TMT HYSD reinforcement bar 6 to 8 mm dia including all cutting bending,binding,cracking,placing and binding with MS wire (annealed) not less than 0.9 mm dia complete.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part VI

M&L for Concrete bed to drain pipes including packing under, and completely surrounding pipes with concrete after they are laid and tested in cement conrete 1:3:6 type C-2 around 450mm dia complete.

M&L for 450mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars all as specified and as directed.

Road, Path and Culvert

(Chain Link Fencing)

Excavation in post holes (or similar holes) each n.exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed withearth around, in layers n.exc 25 cm, in hard /dense soil.

M & L PCC 1:3:6 type C-2 as in in walls or retaining walls, any thickness, size or shape incl pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified.

S & F for angle iron Mild steel posts and struts in fencing incl cutting to shape as directed drilling holes notching for wire etc mild steel flat iron fillets (for securing wire mesh etc) incl necessary drilling bolting incl welding etc. and similar work conforming to Fe-290 gde E-165 complete all as specified and directed.

S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of GI mild steel wire, staples or steel pins, etc. as directed (eachline wire to be measured)

M & L for Bands, straps, supports or stays or rainwater, ventilating pipes, including bolts, if required:hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 all as specified and directed.

M&L for preparation of new steel surfaces of any description ,over 10 cm width or girth and applying two coats of synthetic enamelled paint over a coat of red oxide primer complete all as specified and directed.

M&L for round bars of 5mm dia and over up to and including 10mm dia in nib of fencing post, spacers and bindersaii as specified and directed.

Per 100 RM

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

Excavation in trenches n.exc 1.5mwide and n.exc 1.5m in depth for fdn, n.exc 10 sq m on plan and n.exc 1.5m in depth and getting out. in hard / dense soil.

M&L for PCC 1:4:8 tpe D-2 (using 40mm graded stone)as in fdn filling mass concrete.

Forming 12mm thick Expansion joints for 200mm thick slab filled with pre-formed bituminous filler and top 30mm primed andsealed with sealing compound, Grade ‘A’ complete all as specified and as directed.

M&L 10mm thick plaster on fair faces brick surface with CM 1:6 finished fair and even without using extra cement.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part VII

(Area Drainage)

Removing excavating soil exc 50 M and n. exc 100m depositing where directed at a level n exc 1.5M above the starting point.

Returning , filling in, including spreading,leveling,watering and well ramming and layers n exc 25 cm thick in hard/dense soil etc,complete.

Form work to soffit of slab n.exc 200mm thick.

Form work to edges of concrete flats exc 10cm but n.exc 20 cm

M&L for two coats of cement base paint on newly plastered wall surfaces incl preparation and one coat of priming with alkali resistant priming paint complete all as specified and directed.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc or for shafts, wells, cesspits, etc n exc 10 sqm on plan and n exc 1.50m in depth and getting out in Hard/dense soil.

M&L for Cement concrete in surface channels and drains concrete type D-2 1:4:8 using 40mm graded aggregate in foundation and mass filling.

M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.

M&L for brick work withfly ash brick built in cement mortar (1:4) using curved on plan exceeding 6m mean radius complete all as specified and directed.

M&L for Concrete bed to drain pipes including packing under, and completely surrounding pipes with concrete after they are laid and tested in cement conrete 1:3:6 type C-2 around 450mm dia complete as specified and directed

M & L for rendering 15 mm thick in cement mortar (1:4) on fair faces of brick work and finished even and smooth without using extra cement complete as specified and directed

M&L for PCC 1:3:6 type C-1 20mm graded stone aggregate in coping and like incl. weathering slightly rounded /chamfered angles with and incl. necessary use and waste of form work for fair faces of concrete complete all as specified and directed.

Removal of excavated material soils to a distance exceeding 250m but n exc.500m and depositing where directed

M&L loose filling brick ballast of broken bricks or boulders of gauge 63mm complete all as specified and directed.

Form work to soffit of suspended slab, such as roof slab, floor slab landing and similar work n exc 200mm thick horizontal or sloping complete all as specified and directed.

M&L for RCC M-25 (Design Mix)(Using 20mm graded stone aggregate) in slab supported on walls complete all as specified and directed.

Schedule 'A' Part-XIII (Miscellaneous items of works)

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part VIII

S & F of MS framed work such as grills, gratings etc. with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railing, frame work of water tanks and similar work conforming to Fe-410-O or Fe-310-0 complete all as specified and directed

Supply, Installation, Testing and commissioning of Solar Hot Water System with three layered evacuated glass tubes (ETC) as a solar collector, of capacity 300 LPD inner tank made of stainless steel, outer tank powder coated galvanized/SS, insulation fiber glass wool with electrical backup 2.0/ 3.0 KW with NRV, connecting accessories alongwith structure and its fixing arrangement as per OEM recommedation complete all as specified and directed.

Supply and fixing Gl tubing medium grade 25mm bore with fitting and connected items connecting with Rotational moulded PVC water storage tank as inlet and outlet for backup stainless steel hot water tank complete all as specified and directed by engr-in- charge

Supply & lay Hot water pipe duly inslulated with glass wool and aluminium cladding 15 mm bore complete all as specified and directed.

Supply & lay Hot water pipe duly inslulated with glass wool and aluminium cladding 20 mm bore complete all as specified and directed.

Supply and fixing Stop valves 25 mm , chromium plated fancy type cast copper alloy, screwed down, high pressure with crutch or butterfly handle, screwed both ends for iron pipe or for unions and connected items all as specified and directed by engr-in- charge Make- Plumber/Jaquar

Supply and fixing Stop valves 20 mm , chromium plated fancy type cast copper alloy, screwed down, high pressure with crutch or butterfly handle, screwed both ends for iron pipe or for unions and connected items all as specified and directed by engr-in- charge Make- Plumber/Jaquar

S&F Rotational moulded PVC water storage tank (Cylindrical vertical with closed top) hoisted and fixed in position of capacity 1000 ltrs with suitable size angle iron stand , height of the stand suitable for solar water heater of capacity 300 LPD (nearest higher standard size) complete all as directed at site.

S&F sheet metal enclosures single pole and neutral 2 way, 240 volt with 200 Amp rated bus bar for DBs complete all as specified and directed .

S & F for MCB Single pole and neutral rated capacity 40 Amps, 240 volts breaking capacity 10 KA, C curve characteristics complete all as specified and as directed.

M&L Cross arms, bracings,supports,clamps and back plates fabricated from new structural steel sections including nuts, bolts, washers, welding, bending cold or hot,drilling holes for bolts in any shape or size as indicated or directed by Engr-in-Charge and inclusive of one red oxide metal primer coat,one under coat and one finishing coat of approved quality aluminium paint. Note :- Structure for PVC water tank should be as per standard engineering design and MS sheet shoul be fixed/welded on the top of structure for placing the PVC Tank. contractor has to vetted the structuctre from any govt engineering college and duly approved by MES.

S&F of concealed sub main wiring with two runs of single core PVC insulated and unsheathed multistranded, copper conductor cable of size 10.00 sqmm LT, 1100 volts grade, drawn through and including 25 mm dia PVC non metallic open conduit with accessories such as socket, elbow, junction box, bell mouth, reducer, bend and flexible conduit etc. and fittings and one run of 10 sqmm single core multistranded copper conductor cable green colour as earth continuity conductor. complete all as specified and as directed. Note:- (i) Two runs of cable one run of earth wire and one run of PVC non metallic conduit of 25mm dia shall be measured as one run lenght. (ii) Cable required for connection to DBs shall deemed to be included and shall not be measured seperately. (iii) Earth wire shall run inside the PVC conduit.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part IX

(Refregaration and Air Conditioning)

Supply, installation,commis-sioning of energy efficient Water cooler fully stainless steel, electric driven single phase having approx storage and nominal cooling capacity 150/150 Ltrs with all connected accessories , PCC Plinth and waste water drainage arrangement etc complete all as specified and directed by Engr-in Charge.

Supply, installation, commis-sioning of highest enegy efficient Deep Freezer single phase 240 volt, 50 Hz of 320 Ltrs (or nearest higher standard size) all as specified and directed by Engr-in Charge.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part X

Removal of excavated material soils to a distance exceeding 1.5 km but n exc.5.00 km and depositing where directed

(RCC Retaining Wall)

Surface dressing n.exc (not exceeding) 30 cm deep and averaging 15cmdeep and getting out in hard / dense soil soil all as specified and directed

Excavation over areas n.exc. 1.5m deep and getting out in hard / dense soil.

Material and Labour for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation, mass concrete etc complete all as specified and as directed.

Reinforcement cement concerete M-25 (desing mix) grade using 20 mm graded stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses and mass concrete all as specified and as dird.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batterfor rough finished flat surfaces complete all as specified and as directed.

Material and Labour for TMT bars 10mm dia and over dia cut to length, bent to shape required, including cranking, bending, hooking ends and binding with MS wire (annealed) not less than 9mm dia or securing with clips complete all as specified and as directed.

Material and Labour for rendering in CM 1:6, 15mm thick on fair faces of brick work or concrete surfaces finished even and fair without using extra cement complete all as specified and as directed.

Material and Labour for applying two coats cement base paints over one coat of alkali resistant priming paint on newly plastered wall surfaces including preparation complete all as specified and as directed.

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

Removal excavated material to a distance not exceeding 50 M and depositing where directed at a level n. exc. 1.5 m above starting point as in soils complete all as specified and as directed.

Supplying and Fixing of PVC (SWR) single sockted 110 mm bore of pipes as in weep holes of compound wall complete all as specified and as directed

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part XI

(Parking Shed)

Surface excavation n.exc 30cm deep and averaging 15 cm deep and getting out hard/dense soil all as specified and directed.

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc 25 cm and getting out in hard/dense soil.

M&L for hardcore of broken stone or boulders gauge n.exc 63mm, deposited spread and levelled in layers n.exc 15cm thick, watered and rammed to a true surface all as spesified and d

irected.

M&L PCC 1:4:8 type D-2 (using 40 mm graded stone agg) as in foundation,subbase of floor and paths ,filling mass complete all as specified & directed.

S& F sand filling under floor or in floor or paving, laid in including watering and consolidation true surface for laying paver block complete all as specified and directed.

M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 Grade with glossy finish, grey cement and pigment complete all as specified and directed.

M&L for cement concrate 1:2:4 type B1 using 20mm graded aggregate, in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, paraperts and railing upto 60cm in height, coping kneelers, apex stones, bed plates and other similar work.

M&L PCC (1:3:6) type C2 using 40 mm graded stone aggregate in foundation, filling, mass concrete.

M&L Pre-cast concrete block masonry 1:2:4 type B1 set in CM 1:6 mortar with solid blocks, exc. 10cm in width ,complete all as specified and directed.

Excavation in trenches n.exc 1.5m deep & n.exc 1.5m wide and n. exc 10 sqm on plan, in hard/dense soil and getting out all as specified and directed.

M&L for modular Brick work with sub class `B` bricks straight or curved on plan exc 6 m mean radius built in cement mortar( 1:6) complete all as specified.

Returning filling in including spreading leveling, watering and well ramming in layers not exc 25 cm in hard/dense soil complete all as specified and directed.

Removing excavated material n exc 5km and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and directed.

Forming embankments 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 high from base complete all as specified & directed.

Material and Labour for rendering in CM 1:6, 15mm thick on fair faces of brick work or concrete surfaces finished even and fair without using extra cement complete all as specified and as directed.

M&L rendering 12mm thick on other than fair face of brickwork or concrete surfaces in cement mortar 1:4 complete all as specified & directed

Supply only integral water proofing compound complete all as specified and directed.

S&F steel work in tubular trusses (framed works as in purlin, rafters, column, square/ rectangular round or angle section) incl special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 complete all as specified and directed.

S&F Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in ridges, roof covering/ clading to wall, fixed with self tapping screws, complete all as specified and directed.

Total carried over to BOQ Rs.

Signature of Contactor

M&L two coats of synthetic enamel paint over a coat of red oxide primer on steel surface of any description exc. 10 cm width or girth Including preparation of new steel surfaces, complete all as specified and directed

(SITE CLEARANCE)

M&L for earthing complete with galvanised steel earth plate electrode 60cmx60cmx6.3mm thick, buried directly in ground (earth pit not less than 2.25 mtrs deep below ground level) with top edge of the plate not less than 1.5 mtrs below normal ground level, connected to galvanised iron strip 4mm dia GI wire as earthing lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No 3 in SSR Part -I connected to earthing test point all as specified complete with excavation & earth work, PCC pit with 50mm thick RCC cover (grade M-15) having suitable handle (10mm MS Rod) 20mm dia GI medium grade ISI marked watering pipe with GI funnel with wire mesh 40mm bore GI pipe medium grade ISI marked for protection of earth lead conductor all as directed and testing on completion.

Site clearance incl cleaning of strips & vegetable soft loose soil

Rough excavation not exceeding 1.5 m deep and getting out in hard/dense soil.

Surface dressing n.exe 30 Cm deep and avg 15 cm deep and getting out in hard/dense soil.

Add for each additional 1.5m or part thereof in height above the first 1.5m in above item no.3 complete all as specified and directed.

Forming embankments and land development with apptoved soil from out side MD Land including raising or lowering earth, spreading in layers n.exc 30cm thick watering, ramming /rolling and finished to required size, shape etc n.exc 1.5 mtr high from the base.

Total carried over to BOQ Rs.

Signature of Contactor