PRESRVATION AND CONSTRERVATION OF VERY OLD MOSQUE AT PUIE KHAR BARCHEY

Amount

Itemes for constt. /Preservation of old Mosque at piue khar barchay:- Earth work in excavation in trench or drain (not exceeding 1.5m width and 30CM depth as well as 10sq.m onplan incld dressing and neatly levelled.

Ordinay Rock @ 70%

Soft Rock @ 20%

Hard Rock @ 10% (Required Blasting)

Providing and laying cement conc. Work of M 7.5 plain grade nominal mix conc. Work. Max. size of nallah stone agg. 40mm thick incld. Curring complete.

Providing and laying cement conc. Work of M10 plain grade nominal mix conc. Work. Max. size of nallah stone agg. 20mm thick incld. Curring complete.

Providing and laying reinforced cement conc. Work of M15 plain grade nominal mix conc. Work. Max. size of nallah stone agg. 20mm thick incld. Curring complete.

einforcement of RCC work straingthening placing in position High yeild deformed steel bars confirming to IS 450/ 500 including cost of binding wire.

Filling of excavated available earth/ RBM materail on horizantal level.

Centring/ shutering incld. Strutting, propping etc. with removal of form work

Wall any thickness

pillars/ Beams

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete, 50mm thick with 20 mm nominal size stone aggregate.

Supply and fixing of glazed ceramic Wall tiles (approved brand and bright shade) over and including plaster and cement slurry etc complete as per specifications over walls and pillars.

Supply and fixing of glazed ceramic floor tiles (approved brand and bright shade) over and including base plaster and cement slurry etc

Supply, fabrication and errection of steel truss. Incld. All necesssary screw complete. (Angle 75x75x8mm)

Providing and fixing high rip colour profile sheets 0.50 mm thick made or equivalent H.I rib profiled sheets 1000 to 1020mm cover width 28-35mm T.C.T (Total coated thickness) high tensile S.M.P Galvalume steel and fixed with 8 mm Galvalume hex self drilling fastener on each crest of sheet for connection with purlins and seem and seem bolts 300 mm centres on all sides and end lappes etc. (Measured for unit of laid area).

Providing and fixing of eves boarding of ist class budloo wood. Incld all necessary screw complete.

Providing and fixing of weather boarding of ist class budloo wood. Incld all necessary screw complete.

Providing and fixing of false ceilling of budloo woodof required size. Incld. All necessary screw complete

Providing and fixing of alumunimun frame with glass sheet of required size and shape. Incld. All necessary screw complete.

Supply and fixing of Pre finished wooden panelling including cost of base frame of budloo wood joists, cornices, polishing complete.

Carriage of cement/steel lead upto 25 KM by MT

Carriage of sand/ Agg. lead upto 20 KM by MT

Items for constt. Of Compound walling around old Mosque Piue Khar:- Earth work in excavation in trench or drain (not exceeding 1.5m width and 30CM depth as well as 10sq.m onplan incld dressing and neatly levelled.

All kinds of Soil @ 70%

Soft Rock @ 20%

Hard Rock @ 10% (Required Blasting)

Providing and laying cement conc. Work of M 7.5 plain grade nominal mix conc. Work. Max. size of nallah stone agg. 40mm thick incld. Curring complete.

Providing and laying cement conc. Work of M10 plain grade nominal mix conc. Work. Max. size of nallah stone agg. 20mm thick incld. Curring complete.

Providing and laying rienforced cement conc. Work of M15 plain grade nominal mix conc. Work. Max. size of nallah stone agg. 20mm thick incld. Curring complete.

Reinforcement of RCC work straingthening placing in position High yeild deformed steel bars confirming to IS 450/ 500 including cost of binding wire.

Filling of excavated available earth/ RBM materail on horizantal level.

Centring/ shutering incld. Strutting, propping etc. with removal of form work

Wall any thickness

pillars/ Beams

15mm thick cement plaster of 1:3 mix. Cement mortar with fine sand of cement slurry finising of surface. Incld. Curring complete.

Supply, fabrication and errection of steel welded grill. Incld. All necesssary screw and painting/ preming complete.

Applying acrylic washable distemper (two or more coats) of approve brand and shade over old surface.

Levelling of ground by way of cutting and filling and teracing with finishing complete.

Carriage of cement/steel lead upto 25 KM by MT

Carriage of sand/ Agg. lead upto 20 KM by MT

Items for Providing and laying of Flexible Pavements mprovement/ up gradation of Link Road to Old Mosque piue khar at Barchay.(L= 400 Mtr):- Surfacing dressing of road by wire brushing and filling at required spots.

Providing, laying , sub base/ base/surface course (200mm thickn) with local materials (table 400.13) by mix in place method normal construction of granular sub base by providing with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408 usion gravel mix soil (including loading unloading and haulage complete job)

Providing ,laying ,spreading and compacting stone aggregates of specific size to water bound macadam specification 3rd (75mm thick) incld. Spreading in uniform thickness, hand packing ,rolling wih smooth wheel roller 80-100 KN in stages to proper grade and camber,applying and brooming, stone screening to fill up the interstices of coarse aggregate ,watering and compacting to the required density Grading 3 as per technical specification Clause 405.by mechnical means incld. loading /unloading and haulage of materials,T&P etc. and testing of materials for quality control.(complete Job)

Providiing and applying priming coat with bitumen emulsion SS-1 using emulsion distributor@1kg/sqm on the prepared granular surface cleaned with hydraulic broom, as per technical specification clause 502/503 incld. loading un-loading and haulage of material ,T&P etc.&testing of materails for quality control complete job)

Providing and laying bituminous macadam with plant 50mm thick compacted thickness in accordances with most specification to specified lines grade and cross section aggregate grading to max size of 35% 20mm,45% 10mm,fine agg,20% with binder content of the mix 3.95% by weight to total mix with confirming to Clause 509. as per technical specification incld. all cost and carriage of material involved T&P labour , octories Taxes and testing charge during execution incld. cost of bitument and consolidation power road roller incld. 10% for surface corretion /pot hole /undulation complete.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on bituminous surface , as per technical specification clause 503. (Table 500-2)

Providing /Laying Semi dence bituminous concrete of 25mm thick over macadamized surface with specified size and grade crushed agg.as per MOST specification (Agg.12,5mm 15%,10mm 55%, Fine Agg 28%, cement 2%) Mixed with binding @6% tar in hot mixed plant laid with paver finished with the required levels achieving the desired density consolidations with power roller of 8 to 10 ton capacity including all types of carriage/haulage cost of tar ,T&P,labour,octories etc,involved and testing during excavation for quality control Incld. screen and rectficated of patch portion laying of SDB incld. consulated shulder filling.

Providing and laying seal coat type B using bitumen @0.68kg/sqm of road surface and sand @0.006cum/sqm of road surface conforming to technical specification clause 510/513. using Bitumen (S-90) incld. Carriage /haulage of mix and all materials.T&P Labour ,octories etc. involved and testing during excution for quality control complete job.

P/laying and compacting shoulders/ berms including watering , rolling to desired compaction as per direction of site engineering including carriage an average lead of 7.0Km by MT.(Copmplete Job).

Items for constt. Of approach road to old mosque at piue khar barchay:- Earth work in excavation in bulk on over areas ( exceeding 1.5m width and 30CM depth as well as 10sq.m on plan) incld dressing and neatly levelled. (a) All kinds of soil @70%

Soft Rock @ 20%

Hard Rock @ 10% (Required Blasting)

Earth work in excavation in trench or drain (not exceeding 1.5m width and 30CM depth as well as 10sq.m onplan incld dressing and neatly levelled.

All kinds of Soil @ 70%

Soft Rock @ 20%

Hard Rock @ 10% (Required Blasting)

Providing and laying cement conc. Work of M10 grade nominal in plum with 20% boulder in mass volume of conc. Work. Max. size of nallah stone agg.40mm thick incld. Curring complete

Centring/ shutering incld. Strutting, propping etc. with removal of form work for wlls any thickness etc.

Filling of excavated available earth/ RBM materail on horizantal level.

Carriage of sand for average lead of 30 kM by MT

Carriage of stone Agg. For average lead of 25kM by MT

Carriage of cement for average lead of 35 kM by M.T.

Items for Construction of Public Convenience:- Earth work in bulk excavation on over areas exceding 1.50mtr width and 30cm depth as well as 10sqm. On plan including disposal of excavated earth lead upto 50mtr. And lift upto 1.5m. All kinds of soil.

Earthwork in excavation by manual means in trenches for foundation, drains, pipes, cables etc. (not exceeding 1.5mtr. In width) and for shafts, wells, cesspits and the like not exceeding 10sqm. on plan, depth upto 1.5mtr. Including disposal of excavated earth upto 1mtr. from cutting edge disposed earth is to be leveled and neatly dressed in:- All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, finishing and reinforcement: 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 20mm nominal size).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, finishing and reinforcement: 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40mm nominal size). ( Crushed )

Providing and fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position with cement mortar 1:3 (1 cement :3 coarse sand) cost of required centering, shuttering and all lead, lift , loading, unloading, head load and carriage of materials from nearest source to site of work complete: 1:3:6 (1 cement :3coarse sand :6 graded stone aggregate 20mm nominal size) (Crushed)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases, upto floor five level excluding the cost of centering and shuttering, finishing and reinforcement. 1:2:4 ( 1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size)

Reinforcement for R.C.C works including straitening, cutting, bending, placing in position and binding Including carraiges from the respective sources all complete. Hard drawn steel wire.

Centering and shuttering including strutting, propping etc. complete and removal of form for:

Foundation, footings, bases of columns etc. for mass concrete.

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Suspended floors, roofs, landings, balconiesand access platform.

Providing wood work in frame of doors, window, clerestory windows and other frame, wrought framed and fixed in position with hold fast plugs or with dash fasteners of required dia and length (hold fast lug or with dash fastener shall be paid for separately. Second class kail wood.

Providing and fixing paneled or paneled and glazed shutters for door ,windows and clerestory window fixing with butt hings of required size with necessary screw, excluding paneling which will be paid for separately. All complete as per direction of Engineer- in- charge. Second class kail wood.

Providing and fixing paneled or paneled and glazed shutters for door ,windows and clerestory window fixing with butt hings of required size with necessary screw, excluding paneling which will be paid for separately. All complete as per direction of Engineer- in- charge. Second class kail wood.

12mm thick prelaminated particle board ( decorative lamination on both sides) grade-1, medium density flat pressed, three layer particle board FPT-I or graded wood particle board FPT-I, conforming to IS : 3087 marked bounded with BWP type synthetic resin adhesive as per IS : 848 and prelamination conforming to IS : 12823 Grade- 1, type II marked

Filling available earth/ stone in trench, plinth, sides of foundation etc. consolidating each deposited layer by ramming, watering etc. complete.

20mm thick cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement: 3 fine sand)

Providing and laying 20mm thick wall putty and sand papering the surface for smooth finishing complete.

Appling priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work .

Appling one coat of water thinable cement primer of approved brand and manufacture on wall surface.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: New work (Two or more coats) over and including priming coat with cement primer

Providing and fixing 1st quality ceramic glazed tiles conforming to IS:13753 of minimum thickness 5mm of approved make like NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all color, shades except begundy, bottle green, black of any size as approved by engineer in charge in skirting, risers of steps and dados over 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm. Including pointing in white cement mixed with pigment of matching shade complete.

Providing and fixing ceramic glazed floor tiles 300x300mm (thickness to be specified by the manufacture) of 1st quality conforming to IS: 13755 of NITCO, ORIENT, SOMANY< KAJARIA or equivalent make in color such as white, lvory, grey, fume red, brown laid on 20mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) including pointing the joints with white cement and matching pigmentsetccomplete.

Providing & fixing White vitreous china water closet squatting pan(Indian type) along with “S” or “P” trap, 10 litre low level P.V.C. flushing cistern including flush pipe (of approved make) manually controlled device (handle lever) conforming to IS 7231, all complete as per the direction of Engineer-in charge. Long pattern W.C Pan of size 580x440 mm

Providing and fixing wash basin with C.I/M.S. brackets, 15mm C.P brass pillars taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required including providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. White vitreous china wash basin size 630x450mm with a pair of 15mm C.P brass pillar taps.

Providing and fixing of Sintex tank for storage of water including all fitting and fixtures complete.

Providing and fixing of 35ltr Gyser of approved brand complete( material and design approved by Engineer Incharge)

Providing and fixing of P.V.C pipe (prince type B of different size including fittings, fixtures and all necessary requirements complete.

Floor trap.

Plan bend.

P-trap.

Providing and fixing of C.P fittings of Jackvar quality including all necessary requirements:

Angle Cock.

Bib Cock.

Basin Cock.

Providing and fixing of P.P.R pipeof different fittings including all fittings i.e. socket, elbow, gate valve and reducer etc. complete. 20mm Dia.

Carriage of sand/bajree for average lead of 40km by mechanical transport.

Carraige of cement/ steel for average lead of 40km by mechnical transport.

Providing Electrification for internal as well as outer/ external including wiring of required specification for complete suitability requirements. All items sample to be approved by the Engineer Incharge site before start. ( the job includes all items and all acessaries required for completion and successful functioning of the Moseque in totallity)The functioning of the job shall be the responsibility of the contractor for a period of one year year after completion of the work.

M/S HELBI CONSTRUCTION

M/S MOHD ALI