Constructing Rattanthal Link Drain (Underground pressurized pipe line) from RD 0 to 8000 outfalling into Patauda Minor at RD 50-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 lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. AS PER HSR ITEM NO. 4.12.1

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. AS PER HSR ITEM NO. 4.16.1.3

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. AS PER HSR ITEM NO. 4.32

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

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.(pump house floor). AS PER HSR ITEM NO. 10.16

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 durablity as per direction of Engineer-in-Charge. M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) AS PER HSR ITEM NO. 6.22.2.2

Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 40mm thick. AS PER HSR ITEM NO. 6.8.2

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 cum stone aggregate 40 mm nominal size) AS PER HSR ITEM NO. 6.1.6

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: 1 :3:6 (1 cement : 3 coarse sand (zone-Ill) : 6 graded stone aggregate 20 mm nominal size) AS PER HSR ITEM NO. 6.2.3

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. (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). 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

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 and access plateform AS PER HSR ITEM NO. 6.30.3

Lintels, beams, plinth beams, girders, bressumers sqm and cantilevers 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 and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. AS PER HSR ITEM NO. 6.33.3

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. 7.21.1

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

Brick Masonry Work in Cement Mortar 1 :3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications MORT&H clause 1300 Cement Mortar1 :4 (1 cement :4 sand) AS PER HSR ITEM NO. 15.6.3

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres 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

Putting 1:3 Cement sand slurry, 6mm thick on prepared bed and side slopes before laying concrete on bed and side slopes. AS PER HSR ITEM NO. 14.13

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 (1 cement: 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. 110 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 1 O mm gap for thermal expansion.

Bend 87.5°, 110 mm bend AS PER HSR ITEM NO. '9.58.5.2

Shoe (Plain), 110 mm Shoe AS PER HSR ITEM NO. '9.58.6.2

CEMENT PLASTER (IN FINE SAND) 10 mm thick cement plaster 1 :3 (1 cement: 3 fine sand) AS PER HSR ITEM NO. 11.4.2

12 mm thick cement plaster 1 :3 (1 cement: 3 fine sand) AS PER HSR ITEM NO. 11.5.3

Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete AS PER HSR ITEM NO. '11.58

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer. Water thinnable cement primer AS PER HSR ITEM NO. 11.67.1

Wall painting with acrylic emulsion paint, having voe (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. One coat AS PER HSR ITEM NO. '11.74.1

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete.AS PER HSR ITEM NO. 11.76

Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. AS PER HSR ITEM NO. '11.77

Painting over the wooden surface with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. AS PER HSR ITEM NO. 11.83.1

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied@ 3.84 kg/10 sqm) AS PER HSR ITEM NO. 11.93.1

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied@ 0.90 litre/10 sqm over an under coat of primer applied @ 0.80 litre/1 O sqm of approved brand and manufacture. AS PER HSR ITEM NO. 11.97.3

Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows, including ISi marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately} Kiln seasoned and chemically treated Hollock wood. 35 mm thick shutters. AS PER HSR ITEM NO. 12.7.2.1

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm,for doors, windows and clerestory windows with hinges and necessary screws: 35 mm thick shutters.With ISi marked stainless steel butt hinges of required size. Kiln seasoned and chemically treated Hollock wood. AS PER HSR ITEM NO. 12.19.1.2.2

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. AS PER HSR ITEM NO. 12.50.1

Providing and fixing ISi marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete: 100x10 mm AS PER HSR ITEM NO. 12.66.4

Providing and fixing bright /matt finished Stainless Steel quality & make with necessary screws etc all complete 100 mm AS PER HSR ITEM NO. 12.75.2

Providing and fixing bright finished brass 100 mm mortice latch and lock with each 6 levers and a pair of lever handles of approved quality with necessary screws complete. AS PER HSR ITEM NO. 12.80

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness,including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile E.Fixing with adjustable lugs with split end tail to each jamb. AS PER HSR ITEM NO. 13.3.3.1

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

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-charge1.5 tonne capacity. AS PER HSR ITEM NO. 20.73.2

COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) Wiring for Light/Fan/call bell point 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. 23.3.1.1

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 socket and 1 no 5/6 Amp switch required MS Box etc complete as required. Group A AS PER HSR ITEM NO. 23.3.4.1

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 socket and 1 no 15/16 Amp switch required MS Box etc complete as required. Group A AS PER HSR ITEM NO. 23.3.5.1

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

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

Blanking plate AS PER HSR ITEM NO. 23.8.11.10

Fixing of LED Tube light/ 2*2 ft square panel fitting directly on wall /ceiling or false ceiling including making connections etc as required. AS PER HSR ITEM NO. 23.20

MCCB ,DISTRIBUTION BOARDS, MCB's, RCCB's, CHANGE OVER etc. Supply and erection of double door sheet steel enclosure distributionboard 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

Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole AS PER HSR ITEM NO. 23.22.5.1

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 .20 mm M.S. laths with 1.20 mm thick top cover AS PER HSR ITEM NO. 13.37.2

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

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1 :3/2 cement sand mortar and with end dowels filled with 1 :3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described 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: 800mm AS PER HSR ITEM NO. 21.95.7

Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISi marked HDPE pipe of PE-80 grade and PN - 4 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. 500 mm Outside Dia AS PER HSR ITEM NO. 21.96.9

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, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. 450 mm i/d Rate as per DS&D @(4051+55) = 4111/mtr. NS Item

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 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. 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. 500 mm i/d AS PER HSR ITEM NO. 20.11.10

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 relief valve of polemeride with accessories for pressure regulation of irrigation system as per BIS standard. AS PER HSR ITEM NO. 26.73.10

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 in3 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 eraction testing and commissioning of pressure gauge with gilstening immersed completing in all respect with all fitting. (N.S) Ref .- Rate as per approved estimate of STP jhajjar kosli road vide no. 1599/NABARAD/2021, dt. 20/01/2022.

Provinding Horizontal centrifugal pump 10 cusec dis. & 25 mtr. Lowest rate as per quotation attached. (N.S)

Supply an installation LT panel (N.S) Ref .- Rate as per approved estimate of STP jhajjar kosli road vide no. 1599/NABARAD/2021, dt. 20/01/2022.

Provision for X-ing of road for laying pipeline in all respect. (N.S) Rate as per approved estimate of STP jhajjar kosli road Vide no. 1599/NABARD/2021, Dt. 20/01/2022.

VIDYA PROJECT PVT. LTD.

jaipal singh s/o sardara singh