Construction of Leftover Civil works in Boys Hostel at BGSB University Rajouri.

Amount

Construction of Road including parking area

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 and laying of Interlocking Paver Block tiles

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

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 office in 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

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 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

CONSTRUCTION OF EDGE WALL

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

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

Construction of Pacca Drain

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 cement concrete of 1:4:8(1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) grade excluding the cost of centering and shuttering. All work upto plinth level (Crusher stone aggregate 40mm)

Providing and laying in position cement concrete in 1:3:6 (1 cement: 3 coarse sand :6 graded stone aggregate 40mm nominal size) of specified grade with 20% stones of approved quality excluding cost of centring and shuttering using 20 mm nominal size crushed aggregate and excluding cost of dumping of stones including curing all complete.

Dumping stone including cost of stones

Centring and shuttering incl. strutting propping etc and removal of form work for foundation, footing, bases of columns

Providing and laying of 20 mm thick Cement Plaster in 1:4(1 cement : 4 fine sand) with floating coat of neat cement

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)

Strctural steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete

Carriage of material for following distances by MT incl. loading unloading & stacking at site 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

Construction of Chain Link Fencing (height 2.1 Mtr)

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and sapting of girth upto 300 Mtr measured at a height of 1 Mtr above ground level and removal of rubbished upto distance of 50Mtr outside the periphery of the area cleared.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50mm and lift upto 1.5m in all kinds of soil.

Excavating holes upto 0.5 cum including getting out the excavated soil and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as direccted within a lead of 50 mtr. and lift of 1.5m in all kinds of soil by mechanical means Pit @ 2mtr. apart c/c.

Providing & laying in position cement concrete 1:4:8 excluding the cost of centering & shuttering upto plinth level. (Crushed Graded stone aggregate 40mm nominal size)

Providing & laying in position cement concrete 1:3:6 excluding the cost of centering & shuttering upto plinth level. (Crushed Graded stone aggregate 20mm nominal size)

Centering & shuttering including strutting, propping etc. & removal of formwork for foundations, footings, bases of columns etc. for mass concrete.

Structural steel work in single section fixed without connecting plate including cutting, hoisting, fixing and position and applying a priming coat of approved steel primer

Providing & fixing G.I Chain link fabric fencing of required width in mesh 50 x 50 mm including strengthening with 2mm dia wire of but bolts and washers as required as per the directions of the Engineer Incharge made of G.I wire of dia 4mm.

Painting with ready mix synthetic enamel paint of approved brand & manufacturer in all shades to give an even shade on new steel work

Carriage of Crusher Bajree 40mm with avg. lead of 35 Km

Carriage of Crusher Bajree20mm with avg. lead of 35 Km

Carriage of Sand 20mm with avg. lead of 140 Km

M/S QAZI MUSHTAQ SON

Nazir Akbar

MS NAZIR HUSSAIN

M/s M.D Construction