External Development of Sports Complex at MAMC Agroha

Amount

Civil Work Items Clearing grass and removal of the rubbish up to a distance of 50 sqm outside the periphery of the area cleared. (HSR 4.2)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. (HSR 4.12) All kinds of soil (HSR 4.12.01)

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (HSR 4.33)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (HSR 4.14) All kinds of soil (HSR 4.14.1)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (HSR 4.32)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: Note :- this item is also include the Cement Concrete filling in all around of MS pressed steel frame or wherever required as per direction by Architect / Client (HSR 6.1) 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) (HSR 6.1.2)

1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) (HSR 6.2.3)

Centering and shuttering including strutting, propping etc. and removal of form for (HSR 6.30) Foundations, footings, bases of columns, etc. for mass concrete (HSR 6.30.1)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing: (HSR 6.2) 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.2.1)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: (HSR 7.21) Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.21.2)

Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : (HSR 7.22) Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.22.2)

12 mm cement plaster of mix : (HSR 11.50 1 :4 (1 cement: 4 fine sand) (HSR 11.5.3)

15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. . ( this item Will also include water Proof Chemical ( Sika & Dr. Fixit or equivalent) in outer plaster layer) (HSR 11.14)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 11.78)

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : (HSR 11.67) Water thinnable cement primer (HSR 11.67.1)

Water Bound Macadam Gr I HSR:17.22 17.22.1 Water Bound Macadam Grading I (without screenings for low volume roads (undesignated) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications

Water Bound Macadam Grading - II (HSR 17.23) Water Bound Macadam Grading II (without screenings for low volume roads (undesignated) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (HSR 17.23.1)

Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. (HSR 6.3) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.3.1)

Providing a floating coat of 1.50 mm thick neat cement laid in one operation to the topping. (HSR 10.14)

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR 10.76)

Brick edging 7cm wide 11.4 cm deep to plinth protection with metre common burnt clay non-modular bricks of class designation 7.5 including grouting with cement mortar 1 :4 (1 cement : 4 fine sand). (HSR 7.55)

Providing and laying Stone Aggregate (Single size) : 50 mm nominal size complete as per instruction by engineer-incharge. (HSR-B0016)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (HSR-13.29) In gratings, frames,Chain link Fencing guard bar, ladder, railings, brackets, gates and similar works(HSR-13.29.2)

Providing and laying of chequered terrazzo tiles 20 to 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : (HSR 10.29) Dark shade pigment using ordinary cement (HSR 10.29.1)

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (DSR-16.70) Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade (DSR-16.70.2)

Public Health Works Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : HSR:4.16 4.16.1 All kinds of soil 4.16.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. HSR:4.14 4.14.1 All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: HSR:6.1 6.1.6 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). HSR:6.16

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level HSR:6.33 Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6.33.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form for HSR:6.30 6.30.3 Suspended floors, roofs, landings, balconies and access platform

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: HSR:7.21 7.21.2 Cement mortar 1:6 (1 cement : 6 coarse sand)

15 mm cement plaster on rough side of single or half brick wall of mix: HSR:11.9 11.9.1 1:4 (1 cement: 4 coarse sand)

12 mm cement plaster of mix : HSR:11.5 11.5.2 1:3 (1 cement: 3 fine sand)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: HSR:6.1 6.1.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)

Supplying, assembling, lowering and fixing in vertical position in bore well Unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. HSR:33.9 33.9.1 100 mm nominal size dia

Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. HSR:21.84 21.84.1 Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping

Construction of rectangular standard brick masonry manhole chambers to standard drawings on S.W. pipe sewers or other circular pipe sewers up to the required depth in 1.5 cement sand mortar, lime concrete in bed and sides of pipe sewer and cement concrete 1:2:4 in benching, 12 mm thick water tight 1:2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium silicate on interior surface where required, reinforced cement concrete slab 180mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1:2 cement sand mortar complete. the rate covers the cost of M.S. steel for R.C.C. slab labour for fixing and carriage of C.I. manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also include the cost of accurately planned and fitted centring, supports for all works as well as for all curves and special work, cleaning out their beds etc. sodium silicate shall be supplied free of cost at the stores of the Engineer-in-charge. HSR:21.90 21.90.1 On 100 mm internal diameter pipe sewer. 21.90.1.1 for 1.20 meters depth below ground level

Supplying, erection, testing and commissioning of Submersible motor pumping set non clog for sewerage having head 10.00 m as per the indicated requirements of discharge in LPM and power capacity in BHP Make: KSB, CRI, Kirlosker, Crompton Greeve, Lubi) HSR:21.104 21.104.22 1300 LPM power capacity (BHP) 5

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : HSR:22.162 22.162.1 100 mm diameter 22.162.1.1 Class I

Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 : HSR:22.157 22.157.1 Up to 300 mm dia

Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : HSR:22.155 22.155.2 100 mm diameter pipe

150 mm diameter pipe HSR:22.155.4

Labour for cutting C.I. pipe with steel saw. HSR:22.156 22.156.4 150 mm diameter C.I. pipe

Supplying erection, testing of fully automatic electric control panel board for T/Wells in Pump Chamber consisting of MS sheet of thickness 14 gauge duly painted box type floor mounted made of angle Frame containing 1 no. fully automatic air brake starter suitable for Motor of the following capacity, Min switch of suitable range with HRC fuse, 1 no. volt meter (0 to 500 volts), 1 No. Amp. Meter of 0 to 100 amp. 3 sets of indicating lamp capacitor of suitable capacity and 1 no. single phase preventers with the timer switch including wiring in panel board and suitable electric energy meter wiring in Electric Control Panel Board complete in all respect as per specification given in Schedule No. II, Including MCB, suitable, Capacitor, Wooden Box etc as per site requirement complete in fal respect. Make:- L&T, SIEMENS, BCH, SCHNEIDER. HSR:20.114 20.114.1 20 HP Motor

Supply and jointing three core submersible flat cables of approved make with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors /fountain lights etc with voltage grade 1100 volts marked with IS:694, 1990 including cost of jointing, materials as well as carriage, loading, unloading etc. complete in all respect up to the entire satisfaction of Engineer- in-Charge. HSR:24.5.1 24.5.1.5 Submersible Copper Cable 3 Core 10 sqmm

Providing & fixing heavy duty 6" x 6" x 4" PVC Tee complete in all respect. NS

Providing & fixing 6" PVC joint with nut bolt complete in all respect. NS

Providing & fixing GI pipe with complete GI fittings size 100mm dia (medium) B class complete in all respect. NS

Providing & fixing GI long bend 4" with flange complete in all respect. NS

Providing & fixing 110mm dia 10 kg/cm2 UPVC pipe including socket bend coupler with solvent and labour or fixing the same complete in all respect. NS

Providing & fixing 110mm x 110mm x 50mm UPVC Tee 10 kg/cm2 complete in all respect. NS

Providing & fixing 50mm MTA complete in all respect. NS

Providing & fixing GI nipple (medium) 2" x 2" x 9" length complete in all respect. NS

Providing & fixing GI nipple (medium) 1.5" x 6" length complete in all respect. NS

Providing & fixing GI reducer 2" x 1.5" (medium) complete in all respect. NS

Providing & fixing 1.5" heavy duty handle valve GI complete in all respect. NS

Providing & fixing 1.5" GI socket complete in all respect. NS

Electrical Work Items Earthing with G.I. earth plate 600 mmx 600 mm x 6 mm thick includingaccessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required. (HSR-24.1.3)

Extra for charcoal or coke and salt for G. I. plate or copper plate earth electrode. (HSR-24.1.5)

Providing and fixing 25 mm x 3mm G.I. strip on surface or in recess for connections etc. as required with all labour and material (HSR-24.1.8)

Supplying and laying 6 S.W.G G.I. wire at 0.50 m below ground level from earth electrode including thimbles, soldering etc. as required. (HSR-24.1.12)

Supply and erection of suitable compression type brass cable glands for underground Cable :- (HSR-24.2.7) Up to 6 Sq mm cable 2 to 4 Core (HSR-24.2.7.1)

1 O sqmm to 16 sqmm Cable 2 to 4 Core (HSR-24.2.7.2)

Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work . (HSR-24.2.8) 4 sqmm to 6 sqmm (HSR-24.2.8.2)

10 sqmm (HSR-24.2.8.3)

Laying of underground cable 0. 75 metre below ground level covered with sand and bricks including excavation and refilling of trenches.:- (HSR-24.2.2) 2.5 Sq mm to 10 Sq mm 2 to 4 Core (HSR-24.2.2.1)

Laying and fixing of cable on surface/ cable tray etc as required:- (HSR-24.2.5) 2.5 Sq mm to 10 Sq mm 2 to 4 Core (HSR-24.2.5.1)

Laying of underground cable in pipe /existing open/closed trench etc as (HSR-24.2.4) 2.5 Sq mm to 10 Sq mm 2 to 4 Core (HSR-24.2.4.1)

Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 1 O A SP MCB , end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1 :5: 1 O of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge (HSR-24.4.8) 5 Metre Long pole with top dia 65 mm and bottom dia 130mm with base plate of size 250 x 250 x 16 mm (HSR-24.4.8.3)

3 Metre Long pole with top dia 65 mm and bottom dia 130mm with base plate of size 200 x 200 x 12 mm (HSR-24.4.8.1)

Supply and erection of GI bracket made of 32 mm dia medium class GI pipe, having 15 deg angle from horizontal, suitable for fixing on top of Street Light pole (HSR-24.4.2) 90 cm long, with 20 cm high suitable size pole cap (HSR-24.4.2.2)

Providing, laying and jointing PVC/RCC NP-2 pipe with Vin stiff mixture of cement mortar in the proportion of 1:2 (1 cement:2 fine sand) including trenching (75 cm deep / or as required) i/c testing the joints etc. in loose soil/under the flooring (before laying the finished flooring) for electrical cable entrance to the building complete as required i/c excavation and refilling of earth. NS 100 mm dia RCC NP2 NS

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. DSR 14.16 63 mm dia (OD-63 mm & ID-51 mm nominal) NS

90 mm dia (OD-90 mm & ID-76 mm nominal) NS

Supply of 1.1KV grade multicore aluminium conductor XLPE insulated and PVC sheathed armoured cable conforming to IS : 7098 (Part-I) 1998 along walls/ on existing cable trays etc. in an approved manner and as per follows; NS 2x4 sqmm

2x6 sqmm

4x6 sqmm

4x10 sqmm

Supplying and fixing (with suitable MS clamp) 300mm long 65mm dia MS pipe with base plate i/c nipple for Gate light. NS

LED Bollard Fitting with IP65 and IK07 Housing made up of aluminum pipe powder coated black after phosphochromate treatment with aluminum heat sink for effective thermal management with Operating temperature: -10°C to +45°C. Total Lenght of 600mm and diameter of 100mm, Total system wattage of 10W with system Efficacy of 80 lm/w or more, system lumens > 800 lms, Power factor > 0.95, CRI > 80, CCT 5700K (ANSI Tolerance),THD(%) < 20, LED chip of Nichia, Osram, Cree make. LED Lamp Efficacy > 130 Lm/W with Average life L70B50 @ 50000 hours, Interal Driver SPD of 3kV. Complete with Mounting Brackets & accessories as required with connections similar. Havells Mount Bollard 0.60 mtr 5700K MOUNTBL10WLED857PSYMTOPMMA or equivalent . The product should be BIS approved with R number mentioned on product label. To be supported with Product test reports - LM79, Is 10322/IEC 60598 and for LEDs - LM80, RoHS and Photo Biological Safety certificate. NS

Providning & laying cement concrete for pole with 30x30x30cm size M-25 grade including excavation, form work , PCC 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm. nominal size) necessary curing and finishing as per drawing (For 600mm Bollard light) NS

Supply & drawing 3 core 2.5 sqmm unarmoured copper cable inside the pole from connector box to the light fixture including connections with thimbles as required in 5m pole at 5m height. NS

Supply, fixing &testing of prewired external light fixture having Die-cast housing with epoxy coating and having profiled cooling fins at the top for effective heat dissipation, separate driver and LED lamp cavity, heat resistant toughened clear glass cover with high transmittance and high quality gasketing system, high power LED complete as required. NS LED Post top, fixture should be: IP 65 made up of Elegantly designed die-cast aluminum housing, spun aluminium landscape luminaire Ø of 329mm, Height (H) 405mm and Mounting Hole Distance (D) of 76mm. Operating temperature: -10°C to +45°C. with system wattage of 25W , with system Efficacy of 95 lm/w or more, Sytem Lumens 2350, Powered by built-in, electronic LED driver with Power factor > 0.95, CRI > 70, CCT 5700K (ANSI Tolerance),THD(%) < 10, with Average life L70B50 @ 50000 hourss, Interal Driver SPD of 4kV and external SPD of 10kV. The product should be BIS approved with R number mentioned on product label.Havells make RUBYPT25WLED757SSYMTOPC or equivalent To be supported with Product test reports - LM79, Is 10322/IEC 60598 and for LEDs - LM80, RoHS and Photo Biological Safety certificate.

Street Light Luminare of 48 watt LED including suitable fixing MS clamps etc.as requird of Havells Cat No. ENDURA CITYLITE PLATINUM PLUSENDURACITYLITEPLAT+SL48WLED757PASYBOPCor equivalent

Street Light Luminare of 35watt LED including suitable fixing MS clamps etc. as required of Havells Cat No. EnDURA SUNDOWN ENDURASUNDOWNSL35WLED765PASYBOPC equivalet

Floodlight LED luminaire 60 Watas with high pressure die cast housing with IP66 deg of protection of Havells Cat No. JETAQUANTOPLUSFLP60WLED757SYMLENS or equivalent

HARGIAN

Sh. Sunder Lal Sharma Contractor