Estimate for Concrete Lining Kotkapura Disty RD 21745 to 27700

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: Faridkot Canal Division, Faridkot

Name of Work: Estimate for Concrete Lining Kotkapura Disty RD 21745 - 27700

Contract No: 01639-250059

Name of the Bidder/ Bidding Firm / Company :

Sl. No. C.S.R Item No./Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

Ordinary jungle clearance of both banks of Distributries, minors and drains with discharge above 4.5 cumecs including boundary road 1.81 km Excess(+) Full Conversion INR

Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m 26257.56 cum Excess(+) Full Conversion INR

Earthwork for compaction in 20 cm layers and dressing., Extra for watering the earth., Extra for rolling to specifications. 28156.03 cum Excess(+) Full Conversion INR

Dressing of earthwork new work or remodeling work 6737.99 sqm Excess(+) Full Conversion INR

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above upto 1.50 m 6134.04 cum Excess(+) Full Conversion INR

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m 2057.52 cum Excess(+) Full Conversion INR

Earthwork excavation in foundation, 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 side 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 a lead of 30 metres. 1418.58 cum Excess(+) Full Conversion INR

Excavating conglomerate for drains and bed sleepers under the lining. 55.03 cum Excess(+) Full Conversion INR

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. 11418.95 sqm Excess(+) Full Conversion INR

Dressing of Bed and prepration of sub grade for lining complete in all respect as per pwd specification. 2301.39 sqm Excess(+) Full Conversion INR

Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes. 15059.13 sqm Excess(+) Full Conversion INR

Cement concrete lining 100 mm thick or less with mechanical paver for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. (for vertical height upto 2.0 m) 1196.94 cum Excess(+) Full Conversion INR

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. 58.87 cum Excess(+) Full Conversion INR

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) 184.18 sqm Excess(+) Full Conversion INR

Filling Contraction/Construction Joint with sealing compound complete in all respect 3788.57 m Excess(+) Full Conversion INR

Filling expansion joints with special impervious hot pour 12.5 mm wide. 264.34 m/cm depth Excess(+) Full Conversion INR

Extra bitumen painting over concrete surface at joints @ 0.69 kg per Sqm 392.54 sqm Excess(+) Full Conversion INR

250 wide LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge. 67.58 kg Excess(+) Full Conversion INR

Dismantling brick work, tile masonry or tile lining (in cement mortar). 1503.79 cum Excess(+) Full Conversion INR

C. Conc. 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type 18.07 cum Excess(+) Full Conversion INR

C. Conc. 1:2:4 (M-15) with stone ballast using concrete mixer volume metric type 0.06 cum Excess(+) Full Conversion INR

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. 1.44 qtl Excess(+) Full Conversion INR

Earth work involved in dismantling open flume A.P.M. or O.S.M. type outlets with 'H' more than 0.50 m but upto 0.90 m (including excavation, refilling, consolidation and dressing) . 4 no Excess(+) Full Conversion INR

Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling with 'H' more than 0.50 m but upto 0.90 m. 4 no Excess(+) Full Conversion INR

Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.50 m but upto 0.90 m. 4 no Excess(+) Full Conversion INR

PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type 9.5 cum Excess(+) Full Conversion INR

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. 31.23 cum Excess(+) Full Conversion INR

RCC M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in superstructure 1.48 cum Excess(+) Full Conversion INR

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. 585.37 cum Excess(+) Full Conversion INR

First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth plinth. 1178.68 cum Excess(+) Full Conversion INR

Providing and erecting a 'W' metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m c/c, 1.8m high 1.1 m below G.L. /Road level all steel parts and fittments to be galvanised by hot dip process all fittings to be IS 1367 and IS 1364 metal beaam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm 330 mm long complete as per clause 610 1236.0451 m Excess(+) Full Conversion INR

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth 1 cum Excess(+) Full Conversion INR

Exacavation of soil using hydraulic excavator and hydraulic tractor trolly i/c cutting and loading ain trolly and transporting to the embankment locations including all lifts and leads, excluding royality. 1 cum Excess(+) Full Conversion INR

Water Bound Macadam Grading I (without screening for low volume Roads/undersigned Providing, laying, spreading and compacting stone aggregates of Grading I towater bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheeled roller 8-10 tonnes instages to proper grade and camber, applying and brooming requisite typeof binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the requireddensity completeas per technical specifications 1 cum Excess(+) Full Conversion INR

Any other Item Nos Excess(+) Full Conversion INR

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