Estimate for cement concrete lining of State Disty (with 20 percent enhancement) slice rd 0-18000 and Murad Wala Minor slice rd 0-750 including pucca structure.

Amount

Laying 250 LDPE film of 150 microm over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 3/M-73)

Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30m. (CSR item no. 6.19)

Dressing of earthwork for new work or remodeling work Unit CSR 6.3 (i)

E/work in excavation in foundation/ trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 mtr depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation. (For Sleepers) (CSR item no. 6.6)

Dismantling of brick Masonry in cement

Dismentling of Coping

Shuttering for faces of concrete foundations and foundation beam & plinth beam (Vertical or battering) (CSR item no. 9.1)

Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.(CSR item 13.54)

Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.12)

Filling expansion joints with special impervious hot pour 12.5 mm wide. (CSR item no. 19.16)

E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (CSR item no. 19.19-A) (up to 1.50 mtr depth)

Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.2)

Excavation of soil using hydralic excavator and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment location including all lift and leads excluding royality

Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. (CSR item no. 24.5 b (i+ii+iii))

Providing contraction/Construction joint with sealing compound after apply hot primer coat including supply & Carraige of Material complete in all respect

Ordinary Jungle Clearance of both banks running Minor (Discharge upto 1.5 Cum [26.24(c)]

Cement concrete lining 75mm thick or less (60 mm thick) laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic to the site in transit computerized transported mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) Without mechanical concrete paver (CSR item no. 19.40)

Providing and laying cement concrete (M-15) for coping & Sleepers mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.40)

Laying cement concrete 1:3:6 (M-10) with stone ballast or shingle I/c supply and carriage of material at site of work complete in all respect

Laying R.C.C. M- 20 excluding steel reinforcement but including centering and shuttering and vibrating the concrete (precast concrete ) In foundation & plinth

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Constructing & fixing New outlets.

Cement concrete (M-10)1:3:6 mixing by mechanical means using concrete mixer volumetric type

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (M-25)Using Concrete Mixer.

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329-2000, Class-K9 and laying the same intrenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. (600 mm i/d pipe line laid compelete) csr 28.23 i

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329-2000, Class-K9 and laying the same intrenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. (450 mm i/d pipe line laid compelete)

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 in charge). 600 mm i/d Sluice Valves flanged ( Class PN-1 as per ISI) csr 28.27 a(k)

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 in charge). 450 mm i/d Sluice Valves flanged ( Class PN-1 as per ISI) csr 28.27 a(i)

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. 300 mm i/d Non return valve ( Class Pn-1.6 as per ISI) 23.310a(j)

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department (size 0.9mx0.09m)

Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates. Item no 22.23 a

Making bore and installation of pumping set for dewatering arrangements complete in all respects.

Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects.

Providing Tractor 24 HP for running 4 x 4 inch pumping sets for open dewatering

Any Other Item

G C CONSTRUCTION (BID ID -631544)