Dismantling of spillway and construction of new spillway in pond no 1 of ash dyke phase III at ATPS Chachai

Amount

NON SOR ITEM:- Stripping & cleaning of area for foundation of the bound, dressing of benches and foundation, rehandling and removal of stripped manterial from site i/c all lead and lifts as per specification and direction of Engineer-in-charge. Part (B/1) 390.00 M³ (Base rate 20.00 / M³)

NON SOR ITEM:- Preparation of foundation i/c compation to achieve dry density not less than 95% of the maximum dry density with approved roller or any other mechanical means i/c all labour materials equipment, tools & plants all lead lift, safeguard etc. complete as per specification drawing and as directed by the Engineer-in-charge. Part (B/2) 360.00 M² (Base rate 4.00/ M²)

NON SOR ITEM:- Excavation in all type of soil/hard moorum/ ash with 100m lead and 1.50 m lift with dressing as per direction of Engineer-in-charge. Part (B/3) = 560.00 M³ (Base rate 55.00/ M³)

NON SOR ITEM:- Supply & forming sand blanket / chimney filter in the embankment by using clean, sound and well graded coarse sand of approved quality form approved source i/c all transportation loading, unloading, cost of materials, T&P royaty all taxes etc. with all leads and lifts, placing in position as described in the drawing, specification, compaction with approved equipments to achieve relative density not less then 70% etc. complete i/c cost of labour, excavation in earth, where ever required for placing disposal of excavated materials to specified places with all lead, lifts, equipment, T&P safe guard incidentals etc. complete as per specification and as directed by Engineer-in-charge for horizontal & vertical filter. Part (B/6) = 3.60 M³ (Base rate 800.00 / M³)

NON SOR ITEM:- Construction of rock toe in earthen / Ash embankment with materials of hard stone veriety, ranging in size from 100 mm to 450 mm as per drawing and specification from specified quarry i/ccost of labour, materials, all lead lifts, transportation, placing in position (layers not exceeding 300mm) hand packing, wedging dressing over surface etc. complete as per direction of Engineer-in-charge. Part (B/5) 20.00 M³ (Base rate 1250.00/ M³)

NON SOR ITEM:- Supplying & forming graded aggregate filter satisfying the filter criteria as indicated in drawing with well graded hard stone matel of max. size 40mm to min size relatained on 4.75 mm screen around as indicated in the drawing i/c all transportation loading unloading all lead and lifts cost of materials royalty all taxes duties placing in position as described in the specification compacting with approved compaction equipment i/c all cost of labour etc. complete as per the direction of Engineer-in-charge. Part (B/7) 3.00 M³ (Base rate 1500.00 / M³)

NON SOR ITEM:- Supplying and laying of Doob-grass on the ash bund slopes as per specification & i/c all lead and lifts, watering to ensure grass development, maintenance etc. complete. Part (B/8) 136.00 M² (Base rate 9.00/ M2)

NON SOR ITEM:- Supplying and laying in position plain cement concrete in 1:4:8 mix levelling course/ fill under or arround foundation etc. with 40 mm down graded course aggregates i/c curing vibrating dewatering as necessary required form work etc. complete. Part (A/1) = 4.5 M³ (A/6) = 8.00 M³ (A/13) = 8.00 M³ = 20.50 M³ (Base rate 3450.00 / M³)

NON SOR ITEM:- Supplying and laying in position approved quality fly Ash bricks as per IS-3812 specification in cement sand morton 1:4 for trapozoled toe drain at the toe/ top of the bund for pannel walls for slope protection and steps along the bund surface i/c curning with all lifts raking joints, materials etc. complete as per specification drawing and direction of Engineer-in-charge. Part (B/9) 4.50 M³ (Base rate 3100.00 / M³)

NON SOR ITEM:- Supplying and laying of 75 mm thick dry fly Ash bficks pitching as per IS-3812 over slope layer, cost of bricks, transportation, loading unloading, intertiecs between the bricks to be filled with sand i/c pannel works as per drawings etc. complete and direction of Engneer-in-charge. Part (B/8) 135.00 M² (Base rate 170.00 / M² )

NON SOR ITEM:- 25 mm thick plaster over the slope in 1:6 cement mortar i/c smooth finish memberance curing with materials labour etc. complete. Part (B/11) 135.00 M² (Base rate 100.00 / M²)

NON SOR ITEM:- Supplying and placing rainforced cement concrete of grade M-25 using 20 mm down graded coarse aggregate with minimum cement content as per table 5&6 of IS-456, 2000 of concrete for works below ground level excluding rainforcement and form work but i/c vibrating curing dewatering as necessary, providing, constructing joints, finishing, providing pockets/ cut outs placing of inserts/ embankment etc. complete as per specification and as per direction of the Engineer for the foundation for the collecting wells, circular shaft of the collecting wells and misc. work. Part (A/2) = 16 M³ (A/5) = 21.00 (A/8) = 17.00 (A/11) = 15.50 (A/16) = 30.50 = 100.00 M³ (Base rate 4700.00/ M³)

NON SOR ITEM:- Supplying, cleaning, cutting, lapping, bending as per drawing and placing in position at all location & level i/c binding with, soft annealed 16 guage black wire etc. complete for the following (b) Highyield strength deformed bars conforming to IS-1786. Part (A/3) = 3477.9184 kg (A/7) = 740.000 kg (A/10) = 2796.00 kg (A/14) = 2479.00 kg = 9492.9184 kg or 9.4929 MT (Base rate 65000.00 / MT)

NON SOR ITEM:- Providing erecting and removing form work at all elevation below or above ground for concrete work i/c scaffolding, centering bracing providing open cut out / pockets etc. complete as per specification an as directed by Engineer in charge form work to give fair and smooth finish using sheeting formed from ply wood / steel sheets as per specification direction of Engineer-in-charge. = Part (A/4) = 93.50 M² = Part (A/9) = 67.00 M² = Part (A/12) = 91.00 M² = Part (A/15) = 139.50 M² = 391.00 M² (Base rate 252.00 /M² )

NON SOR ITEM:- Providing crushed stone eggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/ base in accordance to Table No. 400-10, 400-15 and as per clause of section 407 of specification and as per direction of Engineer-in-charge. For 53MM maximum size = Part (B/12) = 12.00 M³ (Base rate 1300.00/ M³ )

NON SOR ITEM:- Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including vibratory roller 8-10 tonenes in stages to propoer grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. Part(B/13)(i)Grade-I(63 to 45mm)(a)Using screening type A(13.2mm aggregate)=4.50 CUM(Base rate1630.00/cum)

= Part (B/13) (ii) Grade-II (53 to 22.4 mm) type B (11.2 mm aggregate = 4.50 M³ (Base rate 1630.00/M³)

NON SOR Item:- Demolishing cement concrete / manually/ by mech. Means including disposal of material with in 50 m lead as per direction of Engineer in charge. Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) Part (A/1) 4.50 M3 Part (A/6) 8.00 M3 Part (A/13) 8.00 M3 =20.50 M³ (Base rate 399.00 / M³ )

NON SOR Item:- Demolishing RCC work manually/ by mech. Means including stacking of steel barsand disposal of un-serviceable material with in 50 m lead as per direction of Engineer in charge. Part (A/2) 16.00 M3 Part (A/5) 20.691 M3 Part (A/9) 17.00 M3 Part (A/11) 15.50 M3 Part (A/16) 30.50 M3 = 99.691 M3 (Base rate 945.00/ M³ )

M/S HARI ENTERPRISES