Construction of Leftover Civil works in Central Library at BGSB University Rajouri

Amount

Providing & fixing of False ceiling at Central Library BGSBU Rajouri

Providing & fixing of Arm strong false ceiling PVC laminated tiles back with Aluminium foil of size 9mmx600mm x600mm Gyprox of shade/pattern duedrop/ grannular/ Regal with reflective humidity 90% and light reflectance of 75% with expose grid 24mm (complete job).

Construction of Pump Room and Water tank of capacity 100000 Ltrs for fire fighting Purpose

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, drains, pipes and cables etc. (not exceeding 1.5mtr in width or 1 Osqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5mtr including getting out excavated soil and disposal of surplus soil as directed, within a lead of 50 mtr..all kind of soil = 75%, ordinary rock =15%, Hard rock (Blasting Prohibited) = 10%

Providing and laying in position cement concrete of 1:4:8 ( 1 Cement :4 Coarse sand : 8 graded stone agg. 40mm nominal size) crushed stone agg ;

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centenng. shuttering, finishing and reinforcement-All work upto plinth level1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)

Brick work with common burnt clay F.P.S.(non-modualar) bricks of class designation 75 in foundation and plinth inCement mortar 1 :4 ( 1 cement : 4 coarse sand)

Extra for brick work in superstructure above plinth level upto floor V level. (By manual means)

CEMENT PLASTER (IN COARSE SAND) 20mm Cement plaster of mix: 1 : 3 ( 1 cement : 3 coarse sand)

Providing and laying water proofing treatment to vertical and horizontal surface of depressed portions of W.C., kitchen and the like consisting of : (I) 1st course of applying cement slurry @ 4.4kg/sqm mixed with water proofing compound conforming to IS: 2645 in recommended proportions including rounding of Junctions of vertical and horizontal surface. (II) lind course of 20mm cement plaster 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions including rounding of Junctions of vertical and horizontal surface. (Ill) Ill course of applying blown or/ residual bitumen applied hot at 1.7 kg. per sqm of area. (IV) IVth course of 400 micron thick PVC sheet. (Overlaps ·-1 at joints of PVC sheet should be 1 OOmm wide and pasted to each other with bitumen @ 1. 7 kg/sqm.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars.

Centring and shuttering incl. strutting propping etc and removal of form work for foundation and plinth.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platform.

Spiral staircases (including landing)

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

Edges of slabs and breaks in floors and walls.Under 20cms wide

Providing and laying integral cement based water proofing treatment including prepration of surfaces as required for treatment of roofs, balconies, terracies etc consisting of following operations. a) applying a slurry coat of neat cement using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 Cement: 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. d) finishing the surface with 20mm thick jointless cement mortar of mix 1 :4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved byEngineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finially finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm/sq 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineer-in-charge. With average thickness of 120mm and minimum thickness at khurra as 65 mm.

carriage of following material rom source to site of work incl. l0ading and unloadind and stacking, leads lifts complete. Sand from source to site of work for 140 kms

Crushed Bajri agg. 20mm from source to site of work for 35 kms

Stone agg. 40mm from source to site of work for 55 kms

Bricks from source to site of work for 165 kms

Disposal of excavated earth avearge lead 5.00kms

CONSTRUCTION OF ROAD INCLUDING PARKING AREA AT BGSBU RAJOURI

Consolidation of subgrade with Power Road Roller of 8-12 Ton capacity; including making good the undulations etc. with earth or quarry spoils etc and Re-rolling the sub grade

Providing, laying, spreading and compacting river/nallah bed material including all leads lifts and carriage all complete job

Laying,WATER BOUND MACADAM, withspecified stone aggregate stones screening & binding material including screening, sorting, spreading to template and consolidation with power road roller of 8-10 Ton capacity complete. Base course with 63mm to 45mm size.

Supply & stacking of graded stone agg. At site of size range 63mm to 45mm nallah (excluding carriage)

Supply & stacking of graded stone screenings/ chipings . At site (excluding carriage) 13.2mm nominal size (type A)

11.2mm nominal size (Type B)

Supplying & stacking of moorum at site, excluding carriage

Providing, laying spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) to wet mix macadam (WMM) specification including premixing the material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and direction of Engineer-in-charge

Providing & laying 50mm compacted thickness premix bituminous macadam base course with stone agg. Of quality, size and grading as specified in CPWD specifications and straight run bitumen of grade 80/100 @ 4% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting mixed material and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density.

Providing & laying 25mm thick SDBC on prepared surface with specified graded crushed aggregated for wearing coarse as specified straight run/cut back bitumen of graded 60/70 @ 5.00% (115.38 Kg per cum) by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plany, transporting mixed material and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8-10 tonne capacity to achieve the required compaction and density. (as per MOST specifications 511) including applying tack coat (on WBM @ 0.40Kg/Sqm on bituminous surface @ 0.25 Kg/Sqm) using bitumen emulsion (Rapid setting) complying with IS 8887-1995, spraying the bitumen emulsion with mechanically operateed spray unit fitted on bitumen boller, cleaning and preparing the surface as per specification for road and bridge including all leads and lifts, carriages of material etc. (incl. cost of bitumen) including cutting/filling of berms to the required slopes (complete job)

Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil grease and foreign material etc. complete New work (two or more coats)

Carriage of material from source to site of construction including leads & lifts all complete by MT 40mm & above aggregate average lead 35Km

Below 40mm aggregates average lead 35Km

Morrum Dust average lead 35Km

Providing & Laying of Inter locking paver blocks tiles at Central Library BGSBU Rajouri

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40mm nominal size)

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.

Carriage of sand by Mechnaical transport including loading, unloading and stacking of material for 140km lead from site of work.

Carriage of 40mm and above crushed bajree by Mechanical transport including loading, unloading and stacking of material for 35 km lead from site of work.

Development of Lawn byway of Earthwork in cutting and good earth filling at BGSBU Rajouri

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, drains, pipes and cables etc. (not exceeding 1.5mtr in width or 1 Osqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5mtr including getting out excavated soil and disposal of surplus soil as directed, within a lead of 50 mtr..all kind of soil = 75%, ordinary rock =15%, Hard rock (Blasting Prohibited) = 10%

Disposal of available exvavated material by mechanical transport upto 5 km lead including loading, unloading complete

Supply and stacking of good earth at site , excluding carriage

Supply and stacking of sandyloom soil by mechanical transport for an average distance of 40km including loading and unloading from source naria

Supply and stacking at site dump manure including carriage uoto 1km screened through sieve of I.S. designation 20 mm

Spreading of sludge,dump manure or/and good earth in required thickness as per directions of occicer incharge

Mixing earth & sludge or manure in preporation specified all directed by office incharge

Cost of insectics & fertilizer

Carriage of manure upto 5 Km

Carriage of Good earth upto 10 Km

Construction of RCC Retaining wall at Central Library BGSBU Rajouri

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, drains, pipes and cables etc. (not exceeding 1.5mtr in width or 1 Osqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5mtr including getting out excavated soil and disposal of surplus soil as directed, within a lead of 50 mtr..all kind of soil = 75%, ordinary rock =15%, Hard rock (Blasting Prohibited) = 10%

Providing and laying in position cement concrete of 1:4:8 ( 1 Cement :4 Coarse sand : 8 graded stone agg. 40mm nominal size) crushed stone agg ;

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centenng. shuttering, finishing and reinforcement-All work upto plinth level1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)

Centring and shuttering incl. strutting propping etc and removal of form work for Foundation and plinth.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars.

carriage of following material rom source to site of work incl. l0ading and unloadind and stacking, leads lifts complete Sand from source to site of work for 140 kms

Crushed Bajri agg. 20mm from source to site of work for 35 kms

Crusher agg. 40mm from source to site of work for 35 kms

CONSTRUCTION OF BREAST WALL INCLUDING DRAIN (height 2.00 Mtr)

Earth work in excavation by manual means in trenches for foundations, drains,pipes,cables etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan ,depth upto 1.5 mtr including disposal of excavated earth upto 1 mtr from cutting edge ,disposal earth is to be levelled and neately dressed.all kind of soil = 75%, ordinary rock =15%, Hard rock (Blasting Prohibited) = 10%

Providing and laying in position cement concrete of 1:4:8 ( 1 Cement :4 Coarse sand : 8 graded stone agg. 40mm nominal size) crushed stone agg ;

P/L in position cement concrete of specified grade and excluding cost of centering and shuttering all work upto plinth level in 1: 3 :6 (1 Cement :3 Coarse sand : 6 graded stone agg. 20mm nominal size) with crushed stone aggregate

Centering and shuttering including strutting, propping etc. and removal of form for wall (any thickness) including attached plasters, buttresses, plinth and string coursed etc. Foundations: footings, bases of columns etc. for mass concrete

walls (any thickness) including attached pilasters, buttresses, plinth and strings courses etc.

Dry Random Rubble masonary in foundation and plinth using nallah stones with bond stones

Providing and laying 50mm thick DPC cement concrete 1:2:4 (1 sement : 2 coarse sand:4 graded stone aggregate 20mm nominal size crusher aggregate)

Dumping stone including cost of stones

carriage of following material rom source to site of work incl. load and unloading and stacking complete Sand from source to site of work for 140 kms

Crushed Bajri agg. 20mm from source to site of work for 35 kms

Crusher agg. 40mm from source to site of work for 35 kms

Stone from source to site of work for 35 kms

Nazir Akbar

MS ISHTIAQ HUSSAIN