Dewatering of flood water from low laying area of field of village Dhigana From RD 0 to 1840 through pipe line out falling at RD 15450/R Ramkali Minor

Amount

Dressing bed and preparation of sub grade for lining by mechanical/ mannual means As per HSR item No. 14.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level 1:3:6 (1 Cement : 3 coarse sand (zone-Il l) : 6 graded cum stone aggregate 20 mm nominal size) as per HSR Item No. 6.1.4

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) As per HSR Item NO. 7.21.1

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size) As per HSR Item No. 6.14.1

12 mm cement plaster of mix 1 :3 (1 cement: 3 fine sand) As per HSR Item No. 11.5.2

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending,placing in position, binding, wastage, overlaps, welded joints,spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth leve.l Cold twisted bars As per HSR Item No. 6.33.3

Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 800 mm Dia As per HSR Item No. 20.62.10

Excavation tranches of required width for pipes, cables etc. incuding excavation for sockets and dressing of sides, ramming of bottom complete nomanclature as per HSR item no.4.16+ 4.16.1+4.17 + 4.18

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies. As per HSR Item No. 6.30.3

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m . As per HSR item No. 4.14

Filling available excavated earth (excluding rock) in trenches, cum plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. as per HSR item No. 4.32

supply and fixing of PVC pipe dia 6" (2 no. per Hodi) As per HSR Item No. Code B0242

Re-Jointing & fixing the underground pipelines in fields including material & labour cost( rate included on lumsum basis)

SAWARIA ENGINEERING INDIA PVT LTD

THE RAM RAI MAHA LUXMI CO OP L C SOCIETY

THE MALIK ANIL CO OP L AND C SOCIETY LTD