BILL OF QUANTITIES AND PRICE SCHEDULES.No. ITEM UNIT Quantity

1 Stripping and grading the area including for foundation of dyke including excavations, removalof trees , vegetation, etc. with all labour, materials, equipment, lifting, hauling and stock piling ofuseful excavated material away from the heel and toe of the embankment and disposal ofunsuitable materials upto a lead of 500 m outside the embankment, cost of lowering groundwater level to atleast 1.0 m below final excavation level by any approved method, as required,removal of slush and organic materials, if any, for all leads and lifts complete as perspecifications, drawings and as directed by engineer incharge.

Cum. 77970

2 Preparation of foundation including compaction of foundation ash / soil to achieve dry densitynot less than 95% of maximum dry density (standard Proctor) with Vibratory roller and / or anyother equivalent mechanical means as approved by engineer incharge including cost of labour,equipment and materials, complete etc. as per specifications, drawings and as directed by

Sqm. 155940

3 Formation of dyke to correct slopes, lines and levels using approved quality of ash obtained from stilling pond and within the ash pond leaving safe distance of minimum 25 m from inside bottom edge of the bund, including preparation of borrow area, stripping, watering of borrow area, excavation of approved quality of ash from borrow area, loading, unloading, transporting, dewatering, lowering of water level to at least 1.0m below the bottom of the working level as required, placing ash in layers not exceeding 250 mm in compacted thickness for forming the embankment with all leads, lifts, breaking clods, watering, compaction with vibratory rollers or any other approved type of rollers to ensure compaction equivalent to 95% standard Proctor density, trimming of slopes to the required profiles, etc. complete as per drawings, specifications and as

Cum. 440000

4 Supplying and forming soil cover over ash bund slopes and top surface to correct slopes, lines and levels using approved quality of earth as per specifications, including preparation of borrow area, earthwork in excavation of approved quality of material from borrow area, loading, unloading, transporting, dewatering, placing soil in layers not exceeding 250 mm in compacted thickness with all leads, lifts, breaking clods, watering, dewatering, compaction with approved type of rollers to ensure compaction equivalent to 95% Standard Proctor Density, trimming of slopes to the required profiles, etc. complete as per drawings, specifications and as directed by Engineer-in-charge. Top 150 mm soil shall be good earth suitable for grass turfing. The quoted rate shall also include the cost of backfilling the borrow pits with pond ash in the end, if so demanded by borrow area owner.

Cum. 88140

Supplying clean, silt & foreign material free, graded coarse sand satisfying the filter criteria, asapproved by Engineer -In-charge, for horizontal blanket & vertical sand chimney in the bund andfilters around the rock toe, including cost and conveyance of materials from the approved source,laying it in position in layers as per instruction of Engineer-in-charge, watering, compaction withroller/ hand rammers, leveling, excavation of compacted ash (for placing sand chimney) includingdisposal of excavated ash with all labour, materials, royalty, equipment in all leads and lifts etc.as per specifications, drawing and as directed by the Engineer-in-charge.

a)      Blanket  Filter Layer  Cum. 10200b)      Chimney filter. Cum. 17000

Supplying, laying in position brick masonry for panel bands for slope protection and othermasonry works with bricks of class 75 designation as per drawings in mortar 1:6 (1 cement : 6sand) at all lifts & leads, cost of labour, materials, royalty, equipments, mixing, laying, raking outjoints, curing, excavation & backfilling, etc. complete as per specifications, drawings and asdirected by engineer-in-charge.(a) Using Clay bricks Cum. Rate only(b) Using fly ash bricks as per IS : 13757 from ash brick making plant installed by contractorhimself or from outside sources.

Cum. 6020

7 Providing, laying & jointing 500 microns thick LDPE lining, black in colour, both side roughsurface, confirming to IS: 2508-1984 (latest addition) on the inner side of the raised bundcomplete in all respect as per drawing, specifications and as per direction by engineer-in-charge.

Sqm. 135600

Supplying and laying in position class 75 bricks within panel walls for slope protection work,75mm thick, laid flat over the bed of 50mm thick available excavated soil / pond ash includingfilling, joints with soil / pond ash cost of labour, materials, royalty, transportation to all leads andlift, equipments etc. complete as per drawings and as directed by the Engineer-in-charge.

(a) Using Clay bricks Sqm. Rate only

(b) Using fly ash bricks from ash brick making plant installed by contractor himself or fromoutside sources.

Sqm. 135600

Excavation at locations of collecting wells, drains, slurry discharge aprons, pipes, manholes andany other auxiliary works in all types of ash / soil including shoring / strutting / dewatering, asrequired, cleaning of vegetation / jungle in all lifts, disposing unsuitable material within a lead of500 m outside dyke, stock piling of useful portion of the excavated material for bund construction/ backfilling within a lead of 50m, etc. complete, as shown on drawings, mentioned inspecifications and as directed by Engineer-in-charge. (a) Excavation in soil. Cum 55675

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6

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9

(b) Excavation in ash. Cum 15000Back filling around the foundation pits for auxiliary works structures with excavated soil/ashincluding cost of labour, collection, placing in layers, watering, compaction including all leads andlifts complete as per specification and as directed by the Engineer-in-charge.

Cum.

(a) Back filling with soil. Cum 5000(b) Back filling with ash. Cum 3000

11 Dismantling of existing WBM road providing at the top of the starter dyke including stacking ofserviceable material at site and disposal of unserviceable material away from the site of work asper drawings, specifications and as directed by Engineer-in-charge.

Cum 7200

12 Dismantling of existing Foot Bridge and refixing the same by raising a height of columns usingsteel structure machine to the level of 2nd stage raising of ash bund including all operations suchas cutting, straightening, welding (weight not considered), bolts, nuts, washers, erection bolts(weight not considered), drilling, grinding, machining, stiffeners, gussets, base plates, cleats, etc.including providing a shop coat of red oxide zinc chromate primer, touchup, a second coat ofprimer after erection and 3 coats of synthetic enamel paint, all as directed by Engineer-in-charge.(All material to be supplied by contractor).

MT 20

13 Dismantling of PCC / RCC including the cost of all labour, T&P, scaffolding etc. complete as per specification and direction of Engineer-in-charge.

Cum 5

14

Providing Plain Cement Concrete using 40mm & down stone aggregates (crushing value /impact value as per IS:2386) as approved by engineer-in-charge, laying the concrete at all lead/lift including labour, materials, equipments, handling, transporting, mixing, curing, testing, royalty,etc. excluding form work, all complete as per drawing, specification & direction of Engineer-in-a) M-10 concrete (min. cement content 220 Kg/cum). Cum. 1000

b) M-15 concrete (min. cement content 300 Kg/cum). Cum. 935

Providing and laying reinforced concrete work at all levels for all kinds of work including labour,materials, equipment, handling, transporting, batching, mixing, supplying & providing admixers,plasticizers (if required by engineer-in-charge) in quantities as per EIC’s direction, placing,leveling rendering, cleaning, curing including protecting finished RCC with plastic sheets etc.including dewatering if required, all leads and lifts royalty complete as per specifications,drawings and instructions of the engineer-in-charge but excluding staging, shuttering andreinforcement work. No separate payment shall be made for admixers, plasticizers.

b) M-25 ( -  aggregate 20 mm nominal size graded). Min. cement content 365 Kg/cum. Cum. 687

10

15

16 Same as item 15 above but for M-25 precast concrete panels including handling and storage atplace directed by Engineer-incharge.

cum 5

17 Supply & transporting to site reinforcement steel (High Yield Strength Deformed bars as perIS:1786)/Thermo-Mechanically Treated bars in reinforced concrete work at all levels, for all kindof work, including placing, cleaning, straightening, cutting, bending, binding in position, withannealed wire and providing cement concrete cover blocks, pins, separators, chairs, supports forreinforcement with all materials, labours, equipments, handling, testing, preparation of barbending schedule all complete as per drawings, specifications & instruction of Engineer-in-

MT 35

Providing and fixing formwork (steel / plywood) of approved quality for cast-in-situ, plain orreinforced concrete works of any type and section (including curved surfaces), including labour,materials, equipments, waste for forms, shoring, strutting, scaffolding, staging, tying, nailing,caulking, bolting, etc. all complete as per specifications, drawings and instructions of theEngineer-in-charge.

a. Foundations, footings, bases of columns,Columns, Pillars, Piers, Abutments, Posts and Strutsetc.

Sqm. 3000

b. Curved surfaces for wells Sqm. 400

19 Providing, fabrication, erection and alignment of miscellaneous steel structure conforming toIS:226 / IS:2062 at all elevations, including preparation and obtaining approval of fabricationdrawings for approach bridges to decantation wells, decantation well structural frame, M.S. gates,ladders complete with stringers, treads and intermediate landings, etc. including all operationssuch as cutting, straightening, welding (weight not considered), bolts, nuts, washers, erectionbolts (weight not considered), drilling, grinding, machining, stiffeners, gussets, base plates,cleats, etc., including providing a shop coat of red oxide zinc chromate primer, touchup, a secondcoat of primer after erection and 3 coats of synthetic enamel paint, all as directed by Engineer-incharge. ( All material to be supplied by contractor).

MT 5

20 Supply, fabrication and erection of galvanised MS pipe handrails of flush welded constructionmade of 32 NB pipe conforming to IS:-1161 (medium class) with two horizontal rails, one 500mmand the other 1000mm above the base level with vertical pipes at a maximum spacing of1000mm including provision of all accessories such as base plates, kick plates where specifiedand other fixtures all as per design and specifications including primer and finish painting, etc. all

Mtr. 60

21 Supplying, fabricating and placing in position Stainless Steel ladder rungs conforming to IS:316 of the shape and size as indicated on drawings in collector wells / pits, all as directed by Engineer-incharge.

Kg 100

Road work a. Box cutting ( excavation in soil) of exisitng dyke top required for making roads as per thesection on drawings.

Cum. 9200

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b. Preparation of subgrade, grading, compaction , dressing to camber , watering and consolidation with power road roller of 8 to 12 tonne capacity, making good the undulations etc. complete as per specification.

Sqm. 26250

c. Providing, laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate,watering and compacting to the required density .i) Two layers of 100 mm thick each with stone aggregate 90 mm to 45 mm including stone screening 13.2 mm size

Cum 1900

ii). With stone aggregate 63 mm to 45 mm including stone screening 13.2 mm size. Cum. 1970

iii). With stone aggregates 53 mm to 22.4 mm size including stone screening 11.2 mm size. Cum. 197023 Laying WBM with available stone aggregate, stone screening and binding material obtained from

item no. including , sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete, handling and transportation of the same to the work site at his

Cum 3600

Supplying, laying at all levels and fixing in position reinforced cement concrete pipes ofspecified internal dia, conforming to IS:458 and IS:783 including cost of jointing with hemp yarnand cement mortar 1 : 2 ( 1 cement :2 sand ), materials, cost of lifts, dewatering, etc. complete asper drawing specifications and as directed by the engineer-in-charge (all materials includingcement for pipe manufacturing shall be provided by contractor at his own cost.).a) 600 mm internal diameter of Class NP-3. RM 400

25 12mm average thickness cement plaster of mix 1:6 ( 1 cement : 6 fine sand ) at all lifts / deliftson all type of surfaces ( vertical / horizontal/inclined) as per drawings, specifications and asdirected by Engineer incharge.

Sqm. 15700

26 Supplying and laying in position 150mmx150mmx600mm (300mm embedded in ground and300mm projected) long precast RCC kerb pillars in plain concrete of grade M15 on top of thebund including excavation, backfilling, white washing the projected surfaces, etc. complete.

nos. 4570

27 Providing and laying Biaxial Geogrid having ultimate tensile strength 60 KN per mtr. (MD &CMD), grid aperture 18mm, alongation maximum 15%, molecular weight not lessthen 25000 g/mol as per specifications including all the cost of material, T&P and labour, scaffolding etc. tocomplete the job as per drawing and direction of Einginner-in-Charge.

Sqm. 40680

28 Providing and laying HDPE Geocell perforated with horizontal rows of maximum 10mm dia holes , cell perforation area less than 12% of cell surface area having 300mm cell depth, sheet valvethickness 1.52 mm as per specfications including all the cost of material, T&P and labour,scaffolding etc. to complete the job as per drawing and direction of Einginner-in-Charge.

Sqm. 40680

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29 Providing and filling graded rounded stone aggregate 40mm down gauge in geocells includingthe cost of material, T&P and labour, scaffolding etc. to complete the job as per drawing anddirection of Einginner-in-Charge.

Cum 12200

30 Providing and laying Geo-grid 250 kn/m underneath the gabion walls including the cost of alllabour T&P etc. complete as per drawings, specifications and as directed by Engineer incharge.

Sqm. 37930

31 Providing and laying non woven Geo-textile Thermally bended -needle punched made ofpolytheylene or PP/PE/Similar fibres, having 22 kn/m tensile strength, elongation 32% + 5% andCBR puncture resistance 4300 N and 45 Ltr./m2 sec. permeability complete as per drawings,specifications and as directed by Engineer -in-charge.

Sqm. 71200

Providing and placing and position mechnically woven double twisted hexagonal shaped, zinc plus PVC coated steel gabion mesh type 10x12 in accordance with International standard EN-10223, EN-10244 of following sizes having tensile strength of wire of mesh- mimum 350N/mm2, elongation not less than 10%, diameter of mesh wire 2.7/3.7mm, selvedge wire-3.4/4.4mm, lacing wire 2.2/3.2mm including the cost of all labour, meterial, T&P, etc. complete asper drawings, specifications and as directed by Engineer incharge.

i) 1.5mx1mx1m with one diaphram No. 6780ii) 2mx1mx1m with one diaphram No. 6780iii) 3mx1mx1m with two diaphram No. 13560iv) 3.5mx1mx1m with three diaphram No. 6780v) 4mx1mx1m with three diaphram No. 8475Filling of coal pick stones in gabion boxes including loading, transporation, unloading, handling,braking to the required size, packing, for all leads and lifts including the cost of all labour T&P etc.complete as per drawings, specifications and as directed by Engineer incharge. (Coal pickstones shall be made available free of cost by the department in the coal handling plant areas onas and where basis).

70000

(i) Extra for loading, unloading and transportation of coal boulder from DBCRTPP to Ash Dykesite upto a average lead of 6 km (to & fro).

Cum 20000

(ii) Extra for transportation of coal boulders from PTPS Panipat to DBCRTPP, Yamuna Nagar siteupto a averege lead of 240 km (to & fro).

Cum 50000

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34 Providing and filling stone boulders in gabion boxes including loading, transporation, unloading,handling, braking to the required size, packing, for all leads and lifts including the cost of allmaterial, labour, T&P etc. complete as per drawings, specifications and as directed by Engineerincharge.

Cum 52000

35 Providing and fixing 200 dia perforated HDPE pipes duly wrapped with non woven geo textilecomplete as per drawings, specifications and as directed by Engineer-in-charge.

Rmt. 2630

i) Soil nailing:Providing and driving, in all types of soil at required inclination and up to required depth as perdrawings, 25mm dia tor steel (Fe 500) nails with threaded head for fixing of Bearing Plate withnut or arc welded & sharpened at the other end. Quoted rates include all the cost of material,T&P, labour, scaffolding etc. to complete the job. 3 Mtr Length

Nos. 880

ii) Bearing Plate:Providing and fixing of MS Bearing Plate of 200mm x 200mm x 25 mm thick including nuts /washers or arc weld along periphery of nail with plate. Quoted rates include all the cost ofmaterial, T&P, labour, scaffolding etc. to complete the job.

Kg 7000

iii) Providing and laying plain cement concrete 1:3:6 for embeding MS bearing plate provided overthe MS nail including all the cost of material, T&P, labour, scaffolding etc. to complete the job. 500 mm x 500 mm x 400 mm.

cum 88

Providing and installing in position the following instruments / settlement monitoring devicesof "AIMIL" make as per manufacturer's instructions at specified locations on drawings includingboring holes and filling specified materials in the hole, making perforations in the pipes, cap forthe pipe, jointing of the pipes, etc. including the cost of labour, equipment, materials,transportation to site, etc. complete as per specifications and as directed by the engineer-in-charge.

i) Magnetic settlement gauges Each 4

ii) Sensing probes for magnetic settlement gauges Each 4

iii) Casargrande piezometers Each 4

iv) Electronic water level indicator for the Casargrande piezometers Each 4

v) Settlement markers Each 4

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37

vi) Permanent bench marks Each 2

38 Providing and laying plum concrete in toe dain Cum 365