Dhilwan Kalan

Amount

5.2(i)/Jallalabad sand upto 0 km to 80 km

5.2(i)/Pathankot Bajri and sand lead upto 0 km to 280 km

6.6/Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

6.8 (a) (i)/Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres

6.19/Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

6.19 + 5.1/Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. (i)Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish. 1st chain of 30 metres 2nd and 3rd chain, per chain of 30 metres

9.1/Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering).

9.2/Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or bartering including attached pillasters buttersses etc

9.3/Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pillasters, buttersses etc when curved.

9.6/Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels.

9.8/Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

10.1/Mud concrete with brick ballast 40mm gauge mixing by manual means.

10.13 (a) (ii)/Cement concrete 1:2:4 (M-15) mixing by mechanical means using concrete mixer volumatric type.

10.11 (a) (ii)/Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type

10.11 (b) (ii)/Cement concrete 1:4:8 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

10.17/Reinforced cement concrete M-30 with mechanicaly batch mixed using batch type concrete mixer as per IS:1791 & vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

10.21/Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 & vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in super structure.

10.22/Reinforced cement concrete M-30 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 & vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in super structure.

10.28/Damp proof course 2.5cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded.

11.5/1st class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.

11.6/First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

13.13/Terracing consisting of tiles 22.86x11.43x3.81cm laid over 25mm mud plaster, 75mm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot @ 1.65kg/m² on top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left cleaned after wire brushing etc.

13.74/Providing and fixing 110 mm dia U.P.V.C Rain water pipe OF 4kgf/sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge.

13.75/Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.

13.45/Top Khurra 0.6x0.6m for rain water pipe in 25mm thick CC 1:2:4 over 50mm thick CC 1:8:16

13.51/Bottom khurra 1.2x0.6m consisting of brick on edge laid in cement mortar 1:3 over 75mm CC 1:8:16 including 12.5 thick CP in 1:3

14.10/Conglomerate floor 50mm thick CC 1:2:4 on 100mm CC 1:8:16 with stone aggregate 40mm gauge and 100mm sand or stone filling using machanical mixer for mixing of material.

14.58/Precast terrazo tiles of 20mm minimum thickness in ordinary grey cement with marble chips of size and colour as required laid on 20mm thick bed of cement mortar 1:3 (1 cement 3 sand) with neat cement slurry between joints and over the base for floors, treads of steps and landings including rubbing and polishing

15.7/12.5 mm thick cement plaster in 1:2 inside

15.10/12.5mm thick cement plaster 1:5

15.41/Plastering on underside of ceiling 6mm thick cement plaster 1:3

15.48/1mm thick cement rendering in-side

15.54 - 15.57/Mud Plaster 25mm thick only without gobri leeping on mud concrete.

15.59/Cement pointing 1:2 deep variety

15.65 - 15.53/Extra for 4mm thick addition cement plaster 1:4 (On LPDE film) 6mm thick cement plaster covered

15.67/Cement pointing 1:2 flush on flat brick flooring

16.07/Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade

16.13/Finishing walls with exterior decorative cement based water soluble exterior paint such as snowcem, robbiacem etc. two or more coats to give an even shade

17.10(xvii) (a) (iii)/Hollock wood doors shutter windows shutter including hinges, screws, chocks, cheats, stops cords etc. complete fixed in position. 35 mm thick

18.1 (c)/Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position :- Tees, angles and channels

18.18/Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete

19.1/Dressing bed and preparation of sub grade for lining.

19.2/Dressing side slopes and preparation of sub grade for lining.

19.15/Extra allowance for scaffolding in tile, brick and concrete lining for side slopes only

19.27/115 mm thick brick on edge lining in herring bone bond/zig-zag or other specified pattern laid in 1:3 cement sand mortar over low density polyethylene over dressed sub grade including laying, trenching & jointing LDPE (b) on bed (with 15 mm sand cushion underneath lining.)

(a)on side slopes

28.1 + 28.13 B + 28.18/Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications including specials, excavation by mannual means and refilling in origional condition. PVC 6kg/Cm2 (less than 3 mtr street width). (xvi)160mm o/d 6kgf/sqcm

(xv)110mm o/d 6kgf/sqcm

(xiv)90mm o/d 6kgf/sqcm

(xii)63mm o/d 6kgf/sqcm

28.2 + 28.13 B + 28.18/Providing, Laying , fixing & jointing of P.V.C. Pipes including specials as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications including specials, excavation by mechanically and refilling in origional condition. (more than 3 mtr street width). (xii) 63mm o/d 6kgf/sqcm

(xiv)90mm o/d 6kgf/sqcm

(xv)110mm o/d 6kgf/sqcm

(xvi)160mm o/d 6kgf/sqcm

(xvii)200mm o/d 6kgf/sqcm

(xviii)250mm o/d 6kgf/sqcm

28.13/Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (xvi)(2 Nos. Crosings 70 mtr. Pipe For each Crossings) 160mm o/d pipe of 6 Kgf. / sqcm

(xv)(2 Nos. Crosings 70 mtr. Pipe For each Crossings) 110mm o/d pipe of 6 Kgf. / sqcm

(xiv)(1 Nos. Crosings 70 mtr. Pipe For each Crossings) 90mm o/d pipe of 6 Kgf. / sqcm

28.27(A)/Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge). (e) 250 mm i/d Sluice Valves flanged

(d)200 mm i/d Sluice Valves flanged

(c )150 mm i/d Sluice Valves flanged

(b)100 mm i/d Sluice Valves flanged

(a)80 mm i/d Sluice Valves flanged

28.22/Providing, Stringing out, cutting, Jointing and testing of C.I. Double Flanged pipes with screwed flanged as per IS:1536, class-B (ISI Markedd with the preior approval of Engineer-in-Charge) and laying the same in trenches to correct alignment and gradients, jointed with nut bolts and rubber insertion complete including all cartage. (f)250 mm i/d pipe line laid complete

28.24/Supplying and laying C.I. specials as per IS:1538 complete as desired by Engineer-in-Charge conforming to ISI specifications. Note: If C.I specials of ISI Marked is used intead of specials confirming to ISI Specifications , than 10% extra on rates of this item will be paid. (i)/Providing CI D/F Bend 300mm i/d

(ii)/Providing CI D/F Reducing Bend 300mm x 200mm i/d

28.25/Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the prior approval of Engineer-in-Charge), class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining, scaffolding, tools and plants, ropes, guys, etc. Complete in all respects. (a) D.I. specials upto 300mm i/d

28.31/Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra. (A) Class PN-1.0 as per ISI with rubber Flap (f) 250mm i/d Non-return valve

(B)Class PN-1.0 as per ISI with gun metal flap (f)250mm i/d Non-return valve

28.66 (b)/Construction of masonary Sluice Valve Chamber excluding sluice valve cover as per standard design and drawing of Public Health Department. 0.90m x 0.90 m

29.27/First class brick on edge paving or flooring laid over and in cement sand mortar 1:5 in ordinary bonded courses or in herring bone or other special courses, to templates, over dressed foundation and to correct longitudinal and cross slopes as shall be required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds.

Foot Rest for Manhole:- 29.35/Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.

29.34A (ii)/Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). 560mm i/d RCC man hole cover with frame as per ISI

29.46B (f)/Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. 400 mm i/d Pipe R.C.C. Pipe NP -2

34.1/RECESSED HGW CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES: Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge welded conduit pipe 20mm/ 25mm dia (1.6mm thick) ISI Marked, recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches with indicator etc. and covered with Frame Plate etc. PVC connector (For Fan Box and Call Bell), PVC Bush, Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), CI Circular junction Boxes (Four way 1½" deep for walls and 3" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc. including the cost of above material, cutting and filling up of chases (with finishing the surface):- (i)b/Wiring fan point (With fan box)

(ii)Wiring light point

(vi)Wiring 6Amp. wall socket point

34.14 (ii)/COPPER EARTHING (Upto 8 metre in Length): Earthing with electrolytic Copper Tape rivetted (with 5Nos. copper rivets)/Steel Nut & bolts (with 4Nos. 32mm long, 8mm thick with washer and double nut) to 30cm x 120cm x 2mm thick copper plate (made cylindrical) burried 4.50 metre (14.76 feet) below ground level in the hole of excavation having bore dia. 125mm and surrounded by salt & charcoal dust mixture (20 kg.) including fixing the Copper Tape recessed in wall and in floor etc., up to 8metre in Length (including bore Length). G.I. pipe 20mm dia. (A-class), 3metre long should be laid in the hole of excavation 1 feet below ground level and having GI Reducer 50mm x 20mm with PVC Cap (For pouring water) fixed on the top level of the pipe. 300mm x 300mm x 300mm deep haudi of First class bricks finished with 1:4 cement plaster and haudi covered with cast iron lid having size 300mm x 300mm (Heavy) around the hole of excavation:- (a)Earthing with 20mm x 3mm Copper Tape (upto 8Metre in Length)

N.S./Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 315mm o/d PVC pipe of 4 Kgf. / sqcm (For Inlet Channel)

N.S./Supplying and fixing 250 mm i/d 6.00 mtr. Long Galvanized iron sheet floating arm complete in all respects

N.S./Providing and fixing CI Puddle collars (ii) 100 mm i/d

(i) 250 mm i/d

N.S./Providing and fixing CI air vent cowl for CWT

N.S./Providing and fixing Aluminium stairs for CWT

N.S./Providing GI pipe 40mmI/d for charge line etc

N.S./Providing nut bolts, rubber sheet, sapheda etc

N.S./Providing and fixing Ceiling Fan (Pump Chamber)

N.S./Providing & Fixing CFL Tube 23 W

Pressure Filtration Plant: N.S./Providing and Installation of Pressure Sand Filteration Plant of capacity 30m3/hr discharge including 3 Months O&M as per the Specifications

PUMPING MACHINERY N.S./Providing and installing a clear water horizontal centrifugal pumping set confirming to IS 1520-1972 with latest amendments capable of delivering 17 lps against head of 37m and coupled with a 3-phase electric driven motor fitted on a common base plate complete in all respects including control pannel at New water works site.

N.S./Providing and installing a pressure gauge Bourdon type confirming to IS 3624-1987 with latest amendments.

N.S./Providing and installing a ceiling fan of size 1200mm into the pump house.

N.S./Construction of foundation of machinery in pump house

N.S./Providing, installing, testing & commissioning one no. Electronically actuated, diaphragm operated, Metering system, chemical dosing Chlorinator, suitable for delivering 0.5 to 0.6 litres of bleaching powder solution/ sodium hypo solution per hour under maximum delivery pressure upto 7 kgcm^2 and suction lift not less than 1.5m as per DWSS standard Specification. (Make Milton roy)

N.S./Constructing one No. of 300 KL (300000 liters) Capacity with sill level not less than 25.50m height up to FSL 30.50 mtr from ground level, complete with external RCC stair case with landing slabs at each staging, RCC roofs, ventilator, single manhole cover, lightening conductor, plinth protection, water level Control device, to be connected to existing pipeline network etc. complete duly tested and handed over in proper working order to the satisfaction of Engineer-In charge. Cost of conducting soil bearing capacity test and the structural design of OHSR shall be borne by the bidder. Structural design and drawings approved from reputed Engineering Institute shall be submitted by bidder. If the bearing capacity of soil at site comes to be less than 8.75t/sqm, the contractor has to submit the design accordingly. No extra payment shall be given to Contractor than the allotted rate for construction of OHSR as key parameters of OHSR like tank portion diameter and center to center distance of columns etc. shall NOT be reduced. The revised structural design shall NOT be downward revised in any case. The responsibility for structural safety of OHSR(s) shall be of the contractor. Nothing extra shall be paid to the contractor on account of increase in height of OHSR and cost of submission of revised design/drawings. However, in case of variation due to upward revision in the design due to lesser bearing capacity encountered at site than 8.75t/sqm, then the additional quantities for items of work which that could have to be executed on account of less Bearing Capacity than 8.75 t/sqm shall be paid at CSR plus ceiling premium applicable at the time of tendering. The lump sum rates should also included the cost of all material like cement, steel, fine aggregate, coarse aggregate, scaffolding, shuttering labor etc, whatsoever. Providing and installing inlet, outlet, scour and over flow D/F DI Pipes as per (IS 8329 with latest amendments), including the cost of DI Specials like Duck foot bend, DI Double Flange S.Vs., one each with inlet, outlet, scour pipe along with construction of suitable size haudies and C.I/D.I D/F expansion Joints, Bell mouth and Flanged Puddle Collar. All the pipes & specials shall be duly ISI marked. These lump sum rates shall also include lightening conductor, aluminum and steel ladder, Prov. & fixing GI railing, nut and bolts and all other specials and accessories whatsoever, complete in all respects to the entire satisfaction of Engineer-in-charge.

Pipe Line Head Works

N.S./Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage. (i)/250mm o/d DI K-7 Pipe (RCC Chamber to S&S Tank No. 1 and 2 (10 mtr. for each S&S Tank)

(ii)/250mm i/d PVC pipe of 4 Kgf. / sqcm (S&S Tank to SS Well)

(iii)/250mm i/d PVC pipe of 4 Kgf. / sqcm (SS Well to Pump Chamber)

(iv)/110mm o/d pipe of 6 Kgf. / sqcm Scour Pipe (SS Well to Pump Chamber)

(v)/250mm i/d PVC pipe of 4 Kgf. / sqcm (Clear Water Tank to Clear Water Sump (10 mtr. for each Clear water Tank))

(vi)/250mm o/d DI K7 Pipe (Clear Water Sump to Pump Chamber)

(vii)/250mm o/d DI K7 Pipe (Pump Chamber to OHSR and Bypass)

(viii)250mm o/d DI K7 Pipe (Over flow pipe)

N.S./Dismentling and relaying of Old Interlocking tiles and re-conditioning in origional condition complete in all respect.

N.S./Dismentling brick or stone flooring without concrete base as per CSR item No. 8.19 and dry brick on edge paving

Water meter with Connection:-

N.S./Providing, fixing & jointing water Connection in MDPE pipe line 15mm i/d including cutting and threading pipe and making long screw etc. complete including cost of bib cock, feruule etc. with water meter complete in all respect.

SITE LAYING

N.S./Construction of Boundary Wall

N.S./Construction of masonary Gate Piller including cost of MS Steel Gate 1.83 m x 1.41 m complete in all respect.

N.S./Construction of Foot Path with masonary Toe Wall and Earth Filling inside Water Works as per Drawing complete in all respect.

N.S./Provision for Sign Board

N.S./Credit of dismentling of old OHSR of 136 cum Including Pipes, Sluice valves and other material etc.

N.S./Credit of old machinery, sluice valves and specials of old water works.

N.S./Operation & Maintenance of Water Supply Scheme for period of 3 months bidder shall: (i) Salary pay to staff (Pump Operator-cum-Chowkidar) for operate and maintain of WS Scheme.