Constructing Syphon Crossing at RD. 2350, Permanent Pump House at RD. 0 and NP2 of 900 mm dia Pipeline RD. 0-2350 of Fatehpur Link Drain

Amount

Borig/drilling bore well of required dia for costing/strainer pipe by suitable method prescibed in IS 2800 (Part I), inlcuding collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level, 300 mm dia. HSR 2021 Item No. 33.6.1.1.

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 fitting & accessories etc, all complete for all depths, as per direction of Engineer-in-charge 200 mm nominal size dia. HSR Item No. 33.9.3

Providing & fixing 200 mm UPVC socket 10 KG (NS)

Jali, Rivet, brass, disco, solvent & cap. NS

Supply, fixing of S.S. Stainless steel V-wire screen 200 mm dia. NS

Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. HSR Item No. 33.13

Earth work in excavation of mechanical means (HSR 4.12.1)

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 cum stone aggregate 20 mm nominal size) (HSR 6.1.4)

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) (HSR 6.1.6)

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 1:3 (1 cement: 3 coarse sand) Cement mortar 1 :3 (1 cement : 3 coarse sand). Cement mortar 1 :4 (1 cement : 4 coarse sand). (HSR 7.22.1+7.8-7.9)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) :graded stone aggregate 20 mm nominal size) (HSR 6.15.1)

Tile brick masonry work 5 cm thick with common burnt clay non modular tile bricks of class designation 1 O in cement mortar 1 :3 (1 cement: 3 coarse sand) in superstructure above plinth and up to floor four level. (HSR 7.35)

Providing and laying of Conglomerate floor 25 mm thick cement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 10.9)

Supply & fixing Windows frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (Base steel as per IS 513) with zinc of 120 gm/sqm & Powder coated with pure Polyester powder up to 50 microns (as per approved colour), 3 Nos. 100mm butt - hinges 2mm thick, 6 Nos. 1.2mm thick CRCA electroplated stiffner, 6 Nos. M.S hold fast with split and tail welded to stiffner plate 200mm long, receiver for aldrop, weld less corner assembly with brackets & screws, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.6mm of approved shade, fixed in position including the cost of cement concrete for 1 :2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. Door Frame of size 125mm x 60mm with 37mm wide double rebate for 35mm door shutter .(HSR13.21.2)

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} (HSR 12.7.2.1)

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 (HSR 6.8.2)

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

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Raised and cut pointing (HSR 11.25.2)

PVC insulated copper conductor wiring 1.6mm thick conduct pipe. Wiring for Light/Fan/call bell point with modular type switch/socket and box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated conductor cable in 1.6 mm thick PVC conduit pipe (HSR 23.4.1)

PVC insulated copper conductor wiring 1.6mm thick conduct pipe. Wiring for Light/Fan/call bell point with modular type switch/socket and box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated conductor cable in 1.6 mm thick PVC conduit pipe (HSR 23.4.1)

PVC insulated copper conductor wiring 1.6mm thick conduct pipe. 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 (HSR 23.4.4.2)

PVC insulated copper conductor wiring 1.6mm thick conduct pipe. 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 (HSR 23.4.5.2)

Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. (HSR 30.24)

16. Structural steel such as tees, angles channels and R.S. joists. Hoisting R.S.Joists and placing in position up to floor IV level (HSR B0942+9.8)

Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. (HSR 11.77)

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)

Planking of commercial hard wood, such as Hollock, champ, chikrassy and chaplash etc., (Non-coniferous timber other than teak conforming to I.S. specification no.1003 kiln-seasoned) planed on both sides, rebated and fixed in position, including nails and screws, etc: 50 mm thick (HSR 12.24.1)

Finishing walls with water proofing cement paint of required shade. New work (Two or more coats applied@ 3.84 kg/10 sqm) (HSR11.93)

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 , xcluding overlaps. Wastage, overlaps, couplings, welded joints,acer 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 (HSR 6.33.3)

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)

Providing and laying dry brick on edge flooring in equired pattern with bricks 104 426 531of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.. HSR (10.34) HSR (10.34)

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 eted pipes. 110 mm diameter (HSR 9.57.2)

Supply and erection of suitable compression type brass cable glands for underground Cable. 1O sqmm to 16s qmm Cable 2 to 4 Core. HSR (24.2.7.2)

Providing and fixing aluminium sliding door bolts, ISi marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete HSR (12.98)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1 :4 (1 cement: 4 coarse sand) (HSR 7.20.1)

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 1:2:4 stone aggregate 20 mm nominal size) (HSR 6.1.2)

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications. HSR item No.27.51 (3)

M-15 grade plain cement concrete (cement content considered @ 240 kg/cum).HSR item No.6.22 (2.2).

Demolishing brick work in cement mortar 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 HSR item No. 5.7 (4)

Demolishing cement concrete Nominal concrete 1 :2:4 or leaner mix (i/c equivalent cum design mix)manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. HSR item No.5.23 (2)

Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 900 mm i/d HSR item No. 20.62.11

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 All kinds of soil HSR item No.4.16.1.3

Credit of dismantled brick work material

Credit of steel scraps

Leela Construction Co.