PROTECTION OF MUKTESHWAR MAHADEV MANDIR

Amount

Scalling of Hill Slope, preparation of sub-grade, cutting upto + - 150 mm depth with pneumatic tools or manully complete in all respect as per design, drawings, specifications to the satisfaction of Engineer in charge.

Providing and fixing of anchor bars 4.05 m long, 20 mm dia, 3 m deep in rock by drilling hole of 50 mm dia and grouting with cement sand mortar (strength equivalent to M-20 grade concrete) complete in all respect as per design, drawings, specifications to the satisfaction of Engineer in charge.

Providing and fixing of anchor bars 4.5 m long, 20 mm dia, 3 m deep in rock by drilling hole of 50 mm dia and grouting with cement sand mortar (strength equivalent to M-20 grade concrete) complete in all respect as per design, drawings, specifications to the satisfaction of Engineer in charge.

Rate for Shotcreting M-25 of rock slope with shotcreting machine upto thickness of ± 100 mm thickness with tolerance of 5 mm. This includes supply and carriage of Material, Loading and Unloading at Site of work, Curing, complete in all respect as per design, drawings, specifications to the satisfaction of Engineer in charge.

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 30 m.

Earth work containing Gravel (in loose from in non cohesive binding material) work in excavation with occasional use of picks exclusive of compensation of earth undressed with combined lead upto 15 metres with percentage of gravel or Kankar exceeding 60 % but upto 80 %. including laying and watering the RBM/earth as per specifications in 20 cm layers and dressing and rolling to specifications complete in all respects.

Extra for dressing earth work containing gravel.

Rehandling/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 30 m including laying and watering the RBM/earth as per specifications in 20 cm layers and dressing and rolling to specifications complete in all respects.

Excavation in RBM/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 3 Km including laying and watering the RBM/earth as per specifications in 20 cm layers and dressing and rolling to specifications complete in all respects.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Extra labour for smooth exposed concrete finish Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Extra rate for shuttering work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof.

Centring and shuttering for stair cases with sloping with soffits including risers and stringers.

Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels with smooth exposed concrete finish.

Centering and shuttering for columns (Square or rectangular or poly gonal in plain) with smooth exposed concrete finish.

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc with smooth exposed concrete finish.

Plain Cement concrete 1:3:6 (M-10) with stone blast or shingle mixing by mechanical means using concrete mixer volumertic type complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge

Plain Cement concrete 1:2:4 (M-15) with stone blast or shingle mixing by mechanical means using concrete mixer volumertic type complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge

Extra for using needle vibrator where not included in the rates.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) (integrated plant marked) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Providing & fixing 16 gauge stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainless steel pipe, Balusters of 40mm dia Stainless steel pipe and guard 3 Nos of 15mm dia Stainless Steel pipe complete in all respect.

Kotah stone rough dressed 40mm to 50mm thick slabs, set to pattern in pavements/stairs over 20mm thick base of cement mortar (1 cement, 3 Sand) laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone.

Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.

Boulder masonry in cement mortar (1:4) in foundations and plinth complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Boulder masonry in cement mortar (1:4) in superstructure 4 meters above plinth level complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Fine chisel dressing (three line dressing) of stones.

Filling stones or spalls into crates and hand packing as per drawings, designs, specifications and instructions of Engineer- in-charge including supply and carriage of material complete in all respect.

Weaving G.I. Wire 4.00 mm dia wire netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm or 25 cm x 7.5 cm mesh complete in all respect including supply/carriage of material etc. as per drawings, designs, specifications and instructions of Engineer- in-charge.

Clearing jungle manually including uprooting rank vegetation, grass, woody vegetation up to 30 cm girth measured at height of 1 m above ground level and removal of rubbish up to distance of 50 m outside the periphery of the area cleared.

Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position for roof truss, well curbs, plate girders etc. of any span for building for bridges upto 15m span

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5- 7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.60 mm (+ 0.05 %) thick.

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. 250mm o/d pipe of 10 Kgf. / sqcm.

Providing and fixing Gutter 250mm wide with PPGL 0.50 thick (TCT) manufactured from zinc / aluminium alloy coated high tensile steel, having minimum yield strength of 550 MPa of approved colour fixed by means of self-drilling screws limped washers as per the manufactures guidelines complete in all respect and to the entire satisfaction of engineer in charge.

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). Extra Heavy duty RCC Man hole cover with Frame 455 x 610 mm rectangular clear opening RCC man hole cover with frame as per ISI.

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.

Filling expansion joints with special impervious hot pour 12.5mm wide and 10 cm deep complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Providing and laying Fine Graded Filter material underneath pitching in slopes complete as per drawing and Technical specification Includes Mazdoor required for trimming of slope to proper profile and preparation of bed.

Providing and laying Coarse Graded Filter material underneath pitching in slopes complete as per drawing and Technical specification Includes Mazdoor required for trimming of slope to proper profile and preparation of bed.

Providing & Fixing of 10 gauge welded mesh of 25mm x 25mm size fixed on steel glazing with MS flat 20mm x 6mm beeding complete in all respect including painting two coats with Synthetic Enamel Paint and Priming Coat.

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 110mm o/d pipe of 6 Kgf. / sqcm.

Providing and fixing in position SS Grating with frame of approved make (to the approval of engineer in charge) complete in all respects.

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

Clearing grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area as per technical clause 201 of MORT&H specifications

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 3 Km complete in all respects.

Dismantling brick work tile, masonry or tile lining in cement

Dismantling concrete Reinforced cement concrete.

Dismantling concrete Cement concrete plain1:2:4 mix

Dismantling cement conglomerate floors 25mm to 50mm thick including concrete base.

Carriage of Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone boulders, Kankar and building rubbish, Earth upto 3 Km complete in all respects.

Supplying and laying of ISI marked PVC water stop 230 x 10 mm for use in contraction joints complete in all espect as per drawing, design and specifications and instructions of Engineer in charge

Supplying and laying of ISI marked PVC water stop 300 x 10 mm for use in contraction joints complete in all espect as per drawing, design and specifications and instructions of Engineer in charge

Kotah stone tiles 20mm thick in skirting risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing.

Excavation in RBM/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 120 m complete in all respects.

Dismantling stone masonry/Rubble masonry including stacking of serviceable materials and disposal of unserviceable materials in cement.

CHAMAN LAL GOYAL CONTRACTOR

GURINDER PAL SINGH CONTRACTORS

MS GARGA ASSOCIATES

GAANESHKARTIKEY CONSTRUCTION PVT LTD.