Constructing RCC Pipe line and Kaccha drain village-Samaspur Majra to water body and Laying Pressurized Pipe line from RD 0 to 8650 outfalling Zahidpur Minor at RD 20371-L and from RD 0 to 7200 outfalling outfall drain No. 8 RD 7708-R

Amount

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 with all lead as directed by Engineer-in-charge. as per HSR item no. 4.12.1

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 all lead All kinds of soil Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. as per HSR item no. 4.16.1.3

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and 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 plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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. All works up to Plinth Level. M-15 grade plain cement concrete.(cement content considered @ 240kg/cum). as per HSR item no. 6.22.2.2

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 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size) . as per HSR item no.6.1.6

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-Ill) : 6 graded stone aggregate 20 mm nominal size). as per HSR item no. 6.1.4

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 1 :2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) as per HSR item no. 6.14.2

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge. All works up to plinth level. as per HSR item no. 6.25.1

All works above plinth level up to floor IV level.as per HSR item no. 6.25.2

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 cum graded stone aggregate 20 mm nominal size) as per HSR item no. 6.14.1

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) .as per HSR item no. 15.6.3

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 : Cement mortar 1:4 (1 cement: 4 coarse sand) .as per HSR item no. 7.22.1

Providing and laying of brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1 :4 ( 1 cement : 4 coarse sand) as per HSR item no. 10.33.1

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material with all lead as per direction of Engineer-in-charge. In cement mortar as per HSR item no.5.7.4

Dressing bed and preparation of sub grade for lining by mechanical/ mannual means. as per HSR item no.14.1

Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling. as per HSR item no.10.1

Re-compacting excavated soil in plinth under floors, including watering, ramming, consolidating and dressing complete as per HSR item No. 10.1.1

Providing and laying cement concrete pavement with 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. as per HSR item no.10.16

12 mm cement plaster finished with a floating coat of neat cement of mix 1 :4 (1 cement: 4 fine sand). as per HSR item no.11.11.2

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete as per HSR item no. 6.30.1

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. as per HSR item no.6.30.2

Suspended floors, roofs, landings, balconies as per HSR item no.6.30.3

Lintels, beams, plinth beams, girders, bressumers and cantilever as per HSR item no.6.30.5

Columns, Pillars, Piers, Abutments, Posts and Struts as per HSR item no.6.29.3

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.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. Cold twisted bars . as per HSR item no.6.33.3

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: as per HSR item no.11.67.1 Water thinnable cement primer

Distempering with 1st quality acrylic distemper (ready mixed) having voe content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. as per HSR item no.11.65.1 Two or more coats on new work

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) as per HSR item no.11.96.1

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi markedsulphate resistance cement as per ISi 12330 with rubber rings ISi markedantiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing andtrimming and cutting of concrete beds and side of trenches, if requiredjointing with rubber rings in trenches and jointing with 1 :3/2 cement sandmortar and with end dowels filled with 1 :3/2. cement sand mortar andfinishing the joints at an angle of 45 degree with faces of spigot of socketjoints cutting and finishing the cut surface to a uniform finish etc. as fullydescribed in item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being 900mm dia:as per HSR item no.21.95.8

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi markedsulphate resistance cement as per ISi 12330 with rubber rings ISi markedantiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing andtrimming and cutting of concrete beds and side of trenches, if requiredjointing with rubber rings in trenches and jointing with 1 :3/2 cement sandmortar and with end dowels filled with 1 :3/2. cement sand mortar andfinishing the joints at an angle of 45 degree with faces of spigot of socketjoints cutting and finishing the cut surface to a uniform finish etc. as fullydescribed in item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being 1200mm dia:as per HSR item no.21.95.10

Providing & 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 as per HSR item no.21.28

Credit of extra earth available at site @ 20/cum

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, with all lead as per HSR item no.4.32

Supply and fixing of Gantry with chain pulley block (tested for 1.5 times the rated capacity) with travelling trolley of appropriate lifting capacity as per IS code 3177:1999 with up to date amendments for handling of pumping sets capable of moving along the girders including cost of suitable sized RCC pillars to be provided in pump house complete in all respects as per directions of Engineer-in-charge . (1.5 tonne capacity). as per HSR item no.20.73.2

10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1: 1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1 :3 (1cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay non-modular brick tile of class designation 10 as per HSR item no.9.11.1

Providing gola 75x75 mm in cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1 :3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase as per HSR item no.9.17.1

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1 :3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. as per HSR item no. 9.18

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 10 mm diameter as per HSR item no.9.57.2

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend. as per HSR item no.9.58.5.2

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. (80x1 .25 mm M.S. laths with 1.25 mm thick top cover) as per HSR item no.13.37.1

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. . as per HSR item no. 13.27

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and comers, all necessary fittings complete, including applying a priming coat of approved steel crimer.Using flats 30x6mm for diagonal braces and central cross piece as per HSR item no. 13.6.2

Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm long M.S. Road made into suitable suspension hook and erected in R.C.C. slab for the erection of fan complete with all labour and material required to complete the job. as per HSR item no. 23.8.4

Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group A as per HSR item no. 23.4.1.1

Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. SPN DB Double Door 4 way ( 2 incoming and 2 outgoing) as per HSR item no. 23.22.4.1

Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required Group A as per HSR item no. 23.4.4.1

Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16 Amp Modular switch required GI Box , modular face plate etc complete as required Group A as per HSR item no. 23.4.5.1

Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. step type Fan Regulator 2 modules 300 watt. as per HSR item no. 23.8.11.7

Supply and Fixing 3 mm thick Bakelite sheet cover on existing MS/PVC junction box/tee etc including fixing with brass screws and washers. as per HSR item no. 23.8.12

Supply and erection of PVC CONDUIT ISi marked (Medium) recessed in walVceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 20 mm dia. as per HSR item no. 23.7.6.1

Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge 48" (1200mm) as per HSR item no. 20.71.1

Providing and fixing cast iron double air valves of size given below marked with IS: 14845 including carriage, loading, unloading stacking, handling, re?handling etc., drilling, tapping, screwing in valves connections complete in all respects to the satisfaction of Engineer-in- charge. (Rate is same for 65mm/80mm/100 i/d pipes) 100 mm i/d as per HSR item no. 20.14.3

Providing & fixing cast iron double flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312 including nuts & bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriage loading, unloading, stacking, handling, re-handling etc. Complete in all respect to the satisfaction of Engineer-in-charge 600 mm i/d as per HSR item no. 20.11.11

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): 300 mm diameter Class I as per HSR item no. 22.162.6.1

Supply and installation of 50mm i/d hydraulic pressure each relief valve of polemeride with accessories for pressure regulation of irrigation system as per B IS standard. as per HSR item no.26.73.10

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. Above 300mm dia and up to 600mm dia. as per HSR item no.20.68.2

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISi marked K-7 grade S&S pipes as per 1S: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.450 mm i/d (N.S Item) rate as per DS&D @(4056.01 +55) = 4111

Supplying, erection, testing and commissioning of Horizontal motor pumping set for clear water having head 20. 00 m as per the indicated requirements of discharge in LPM and power capacity in 3 BHP Make: KSB, CRI, Kirtosker, Crompton Greeve, Lubi) as per HSR item no. 20.115.1

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 O 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. 10 HP Motor as per HSR item no. 20.114.1

Supply and instalation LT panel rate as per approved estimate of STP jhajjar kosli road vide no. 1599/NABARAD/2021, DT. 20/01/2022.

Supply erction testing and commissioning of pressure gauge with glistening immersed completing in all respect with all fitting. rate as per approved estimate of STP jhajjar kosli road vide no. 1599/NABARAD/2021, DT. 20/01/2022.

Credit of old brick work existing open water course @ 880/cum

Provision for crossing roads for laying of pipeline complete in all respect.rate as per approved estimate of STP jhajjar kosli roadvide no. 1599/NABARAD/2021, DT. 20/01/2022.

Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISi marked HDPE pipe of PE-80 grade and PN - 2.5 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends , tees required during laying of pipe line along required alignment.(Rate as per quotation+ 42.82%(accessories)+18% GST+labour rate) @(6681.5 +2861.02+1717.65+ 114) =11374.17/mtr 560 mm Outside Dia.

Horizantal Centrifugal pump 10 cusec dis. & 25 mtr. Head. Lowest rate as per Quotation attached.

M/S SHREE BALAJI BUILDERS

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