Construction of 08 Nos. Inlet Tank at Spring Sources, 03 No. Sedimentation Tank at Nallah Sources, 01 No. 10000 Gallons Capacity R.C.C. Ground Service Reservoir,Laloor Dhana Gujjar Basti under Languishing (JKIDFC)

Amount

Earth work in excavation by manual mean over are (exceeding 30cm and upto 1.5mtr in width as well as upto 1mtrsq on plan) including disposal of excavated earth upto 1mtr for cutting edges, disposal earth to be leveled and neatly dressed in: i) 70% all kinds of soil 30% ordinary rock. Platform cutting.

ii). 100% all kinds of soil

iii). 70% all kinds of soil 30% ordinary rock (trench cutting)

Providing and laying in position cement concrete of specified grade excluding the cost of centring, shuttering all work upto plinth level in: i). 1:4:8 (1 Cement: 4 Coarse sand: 8 graded stone aggregate 40mm nominal size) crusher.

ii). 1:2:4 (1:Cement 2 Coarse sand:4 graded stone aggregate 20mm nominal size) Crusher

iii). 1:3:6 (1 Cement: 3 Coarse sand: 6 grade stone aggregate 20mm nominal size) Crusher.

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring shuttering finishing and reinforcement : All work up to plinth level: i). 1:1:5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)

ii). 1:2:4 (1 Cement:2 Coarse sand : 4 graded stone aggregate 20mm nominal size)

iii). 1:1:5:3 (1 Cement: 1.5 Coarse sand :graded crushed stone aggregate 20mm nominal size)

iv).1:2:4 (1 cement: 2 coarse sand: 4 crushed stone aggregate 20mm nominal size)

Reinforced cement concrete work in begins suspended floors, roofs having slope upto 159 landings balconies, shelves, chajjas, lintels bands plain windows sills, stair cases and spiral stair cases upto to floor 'V' level, excluding the cost of centring and shuttering, finishing and reinforcement with: i). 1:2:4 (1 Cement: 2 Coarse sand: 4 graded stone aggregate 20 mm nominal size)

R.C.C works in arches, arch ribs, domes valuts, shells folded plate and roofs having slope more then 50% upto floor “V” level excluding cost of centring, shuttering and finishing and reinforcement with 1:2:4 (1 Cement: 2 Coarse sand: 4 graded stone aggregating 20mm nominal size

12mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 Cement:3 fine sand)

Centering and shuttering including strutting, propping etc, and removal of form for: i). Foundations, footings, bases of column etc, for mass concrete

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

iii). Extra for shuttering in circular work (20% of 14 (II) @342.80sqm

iv). Suspend floors, roofs, landing and balconies and access platform

v). Arches, domes, vaults up to 6m span

vi). Extra for shuttering in circular work (20% of 14 (v) @1425.70

Reinforcement for R.C.C work including straightening, cutting bending placing in posting and binding all complete.

Cement Concrete flooring 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate finished with a floating coat of neat cement including cement slurry, but excluding the cost of musing of steps etc complete: 50mm thick with 20mm nominal size stone aggregate (Crusher)

Extra for providing and mixing water proofing materials in cement concrete work in doses by weight of cement as per manufacture’s specification

Supply and fixing of P.G.I sheet in walls joints.

Supply at site angle iron posts and struts of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling upto 10mm dia etc complete

Providing and fixing of G.I Chain Link fabric fencing of required width in mesh , size 25x25mm made of G.I wire of dia 3mm including strengthening with 2mm dia wire or nuts bolts and washer or required complete as per direction Engineer in charge

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, column piers, abutment, pillars, posts struts buttresses, string or laces, courses, parapets, coping bed block, anchor blocks, plain window sills, sunken floors fillets etc, up to floor ‘V’ level. Excluding the cost of centring shuttering and finishing. i). 1:2:4 (1 Cement: 2 Coarse sand: 4 graded stone aggregate 20mm nominal size) Crusher.

ii). 1:3:6 (1 Cement: 3 Coarse sand :6 graded stone aggregate 20mm nominal size) Crusher

Structural steel work welded inbuilt up section trusses, and framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete

Dry Random rubble masonry with hard stone in foundation and plinth: Using Nallah stone without bond stone

Dry Hand packed stone filling under post block

Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead up to 50m lift up to 1.5m in all kinds of soil

Dumping stone excluding cost of stone in horizontal on level

Stone boulder (Nallah) supply nominal size 225mm (Stack measurements reduced by 15%)

Provision for 05 No Gates around fencing

Labour engaged for fitting of inlet out let, washout/ overflow pipes etc. a) Fitter

b) Labour

Carriage of material by M.T from source to site of work avg. distance 35Km (Sand and stone aggregate 20mm nominal size)

Carriage of material by head load from road side to site of work 21Km (Sand and stone aggregate 20mm nominal size)

Carriage of material by head load (Stone aggregate 40mm nominal size) at an avg. 2Km

Carriage of stone by head load average distance 1Km

Supply of filter media (Sand) from Ganderbal Kashmir including carriage by MT/HL up to site of work at an average distance.

Carriage of filter media sand from Kharara to stacking site of work 160mm, 60mm, and 20mm avg. distance 35Km by M.T

Carriage of filter media sand from Kharara to stacking place at an avg. distance 22Km by head load.

M/S ALEX CONSTRUCTION

UNIVERSAL GROUP OF ENGINEERS