providing and fixing 15 and 40 HP motor for pump set and construction of sump well in gtpl building infocity sector 34 Gurugram including mtc defect liability period of one year free of cost

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. 1 All kinds of soil. For Sump-well 5.0x3.60x2.60 = 46.80 Cum For water Line 200x0.30x0.60 = 36 Cum Total 82.80 Cum Say 83 Cum

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. 250 mm i/d internal Dia.

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. 150 mm i/d 16 Mtr

Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge. Single road gully chamber - Size.-610 mmx457 mmx1105mm

Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Up to 300mm dia.

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

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 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. Thermo-Mechanically Treated bars of grade Fe-500D ormore. Raft 10 mm  4” C/C 30 Nos x 2 Mtr x 0.40 = 24 Kg 12 mm  4” C/C 20 Nos x 3 Mtr x .89 = 53.40 Kg ii) wall Height 4.85 Mtr Long Wall 10 mm  4” C/C (50 Nos x 3 Mtr x 0.62)x2 = 186 12 mm  4” C/C 30 Nos x 4.85 x 0.89x2 = 258.99 (iii) Short wall 10 mm  4” C/C (50 Nos x 2 Mtr x 0.62x2 = 124 12 mm  4” C/C 20 Nos x 4.85 x 0.89x2 = 172.66 G. Total = 846.05 Kg Add 5% Extra for Laps & Bends 42.30 Kg Grant Total 846.05+42.30 = 888.35 Kg Say 890 Kg

Centering and shuttering including strutting, propping etc. and Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. removal of form for PCC 2x0.15x3.10 = 0.93 Sqm 2x0.15x2.10 = 0.63 Sqm Raft 2x0.23x3.0 = 1.38 Sqm 2x0.23x2.0 = 0.92 Sqm Long wall 2x2x3x4.90 = 39.20 Sqm Short wall 2x2x2x4.90 = 39.20 Sqm Slab 4x0.23x3.10x2.10 = 5.98 Sqm 2x0.23x3.0 = 1.38 Sqm 2x0.23x2.0 = 0.92 Sqm Slab Bottom 1x1.50x2.0 = 3 Sqm Total 93.54 Sqm Say 94.00 Sqm

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note :- (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). 1 All works up to plinth level Raft 0.23x3.0x2.0 = 1.38 Cum Long wall 4.85x3.0x0.23 = 3.34 Cum Short wall 4.85x2.0x0.23 = 2.23 Cum Slab 1.50x2.0x0.23 = 0.69 Cum 0.23x3.0x2.0 = 1.38 Cum Total 9.02 Cum Say 10 Cum

Supplying, erection, testing and commissioning of submersible motor pumping set non clog for sewerage having head 25.00 m as per the indicated requirements of discharge in LPM and power capacity in BHP as per IS marked including all accessories (like SS Pipes, SS Chain (Shackle Chain) ,SS Foundation Bolt, complete base frame, Monorail, Chain Guide Line, Auto Compiling, Duct Foot Bend (D/F Bend) etc. complete in all respect 24 Discharge Capacity (LPM) - 1500 Power Capacity (BHP) – 15 2 Nos Make Kirloskar/Crompton

Supplying, erection, testing and commissioning of submersible motor pumping set non clog for sewerage having head 25.00 m as per the indicated requirements of discharge in LPM and power capacity in BHP as per IS marked including all accessories (like SS Pipes, SS Chain (Shackle Chain) ,SS Foundation Bolt, complete base frame, Monorail, Chain Guide Line, Auto Compiling, Duct Foot Bend (D/F Bend) etc. complete in all respect 48 Discharge Capacity (LPM) – 3900 Power Capacity (BHP) – 40 1 Nos Make Kirloskar/Crompton

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 all respect. 15 HP Motor 2 Nos Make Kirloskar/Crompton

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 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 all respect. 40 HP Motor 1 Nos Make Kirloskar/Crompton

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 require In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Jaal = 150 Kg

Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge 15 Nos

Providing and fixing bolts including nuts and washers complete. 5 Kg

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. Submersible Copper Cable 3 Core 25 sqmm

Providing and fixing UV stabilised fibreglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated `J` or `L` hooks, bolts and nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 1 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified On front of GTPL Office Near Naib Gate Sector-34 GGM 15x7 = 105 Sqm

Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 30 Mtr

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: 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) 30 Mtr x 0.1785 = 5.35 Cum Say 6 Cum

Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1 Cement mortar 1:4 (1 cement : 4 coarse sand) 2.25 Mtr Avg Depth 2x4.03 = 8.06 Say 9 Cum

12 mm cement plaster finished with a floating coat of neat cement of mix : 1 1:3 (1 cement: 3 fine sand) 2x8.57 = 17.14 Sqm Say 18 Sqm

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform 2x2.05 = 4.10 Sqm Say 5 Sqm

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). 2x0.48 = 0.96 Cum Say 1 Cum

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 Thermo-Mechanically Treated bars of grade Fe-500D or more.1x80 = 80 Kg

Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge 2x8 = 16 Steps

Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge 2 Nos

suction pipe 200 mm i/d as per entire satisfaction of Engineer-in-charge Suction Pipe 200 mm i/d