Construction of Retaining Wall and Construction of flag mast pad 6 ft x 6 ft x 1.5 ft at Mechanical Division Kargil (phase -1)

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed All kind of soil 2’.6” x 1’.0” x 150’+ 6’ x6’ x1’

Providing, laying, compacting by ramming of soling stone vide item No 01 including carriage Qty 2’ x 0’.6” x 150’

CAST-IN-SITU Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for base Qty 1’.6” x 0’.6” x 150’.0”

CAST-IN-SITU Providing and laying in position specified grade of reinforced cement concrete in walls, attached pilasters, buttresses, plinth, string courses, columns, pillars, piers, abutments, posts etc upto floor five levels excluding cost of centering, shuttering, finishing and reinforcement Including curing but excluding the cost of centering, shuttering, finishing and reinforcement. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for columns Qty coloumns, footing& staircasewith inbuilt vases alongside as per drawing details 1. 1’.0” x1’.6” x 25’.0” x 17 Nos = 637.5 cft 2. 3’.0” x3’.0” x 2’.0” x 17 Nos = 306.0 cft 3. 15’ x 5’x 8’ = 600 cft

Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns etc. for mass concrete 620 sft

Providing and fixing upto floor five level, precast cement concrete solid blocks including carriage, centering, shuttering, hoisting, setting in position with cement mortar 1: 3 (1 cement 3 coarse sand) and curing etc. 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm) Nallah for R/wall provided with sufficient weeping holes &flag pad (including the filling of the pad with sandy loam, leveling, compacting, leveling etc.)

CAST-IN-SITU Providing and laying in position specified grade of reinforced cement concrete in walls, attached pilasters, buttresses, plinth, string courses, columns, pillars, piers, abutments, posts etc upto floor five levels excluding cost of centering, shuttering, finishing and reinforcement including curing, centring, shuttering, but excluding the cost of centering, shuttering, finishing and reinforcement. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) lintel over the R/wall 10 ft above the ground as per drawing details Qty 1’ x150’ x1’.0” = 150cft 4. 1’.0” x1’.6” x 25’.0” x 17 Nos = 637.5 cft 5. 3’.0” x3’.0” x 2’.0” x 17 Nos = 306.0 cft 6. 15’ x 5’x 8’ = 600 cft

CAST-IN-SITU Providing and laying in position specified grade of reinforced cement concrete for plane coping over the entire wall vide item No 04 & 07 with nominal reinforcement 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 10 mm) crushed including cost of centring shuttering curing etc. (8mm deformed hot rolled bars) 1’.6” x 0’.2” x 150’.0” = 27 cft

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement: 6 coarse sand) quarry stone for decorative stone pads/beds for placing machinery components embedded with multi colored pebbles etc.. This includes shifting and placing of heavy components of BER machinery etc. over the pads, painting etc. Qty 10’x6’x4’ x 3 Nos = 720 cft

12 mm cement plaster of mix 1;4 (1 cement 4 fine sand) 2’.0” x150’.0” + 5’.0” x5’.0 x 17 No + 3’ x 24’+36’ = 833 sft 8’ x 15’ + 5’ x 15’ = 195 cft

Providing, fixing of the 25 rft, 50 mm dia MS flag mast (40 kg) with required mountings and rope. The job includes painting of the mast in two coats of synthetic enamel. Complete job

Carriage of sand/aggregate/stone lead upto 28 km

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto hot rolled deformed bars vide item No 04, 07 & 08

m/s mohd ali

M/S IRFAN MOHMAD

MS Dokspa Automobiles and Construction

M/S ROQIYA BANOO