CAD work to LIS Millah Mangnal in GP Millah Mangnal in Tehsil Shillai District Sirmour HP) Under CAD

Amount

Excavation in drains and channels etc. in earth work for pipe upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including jungle clearance wherever required trimming & dressing of sides, levelling of beds to correct grade including shoring /struting, planking, timbering & dewatering wherever required stacking the useable material/soilseperately & after laying ,jointing & testing of pipe,returning the useable soil in trenches in 15 cm layer including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unseable material as directed within all leads & lifts including restoration of un metalled surface to its orignal condition & including cost of diversion for traffic, night signals,fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with -in all leads & lifts as per direction of Engineer incharge

Laying and Jointing and testing of High Density Polythylene Pipe for use for buried water main and services jointing of pipe shall be done by butt welding which shall confirm to clause 2.4.2.1 of IS-7634 ( part-II)-1975etc. each Pipe shall be BIS marked ( IS-4984-1995 or latest with uptodate ammendments of PE-63 of following nominal & dia of pressure rating complete in respect and as per direction of Engineer-in-Charge .

PE 63(PN-4)140mm dia=325 Rmt

PE 63(PN-4)110mm dia=590 Rmt

PE 63(PN-4) 90mm dia=275 Rmt

PE 63(PN-4) 75mm dia=3380 Rmt

HDPE fitting

Tee 32mm dia =15 Nos

Elbow 32mm dia =58 Nos

Nipple 32mm dia =15 Nos

End capes 32mm dia =15 Nos

Reducer

90x32mm=8 Nos

75x32mm=8 Nos

63x32mm=6 Nos

50x32mm=8 Nos

40x32mm=8 Nos

Bal Valve

Excavation in foundation and trenches etc. in earth work upto 1.20 meters stacking the excavated soil not more than 1mtr. Clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required into plinth side of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads, lifts and as per direction of Engineer in charge.

Providing and laying cement concrete 1:4:8 (1cement:4app.sand:8app.graded stone agg. 40mm nominal size) and curing complete excluding the cost of form work in foundation & plinth in all height and depth including all leads lifts and carriage of material at site and as directed by the Engineer in charge.

Providing and laying reinforced cement concrete work 1:1-1/2:3 (1cement :1-1/2 sand : 3 graded stone agg. 20mm nominal size and curing complete excluding the cost of form work in reinforcement for RCC work including all leads lifts complete and carriage of material etc. as per directions of Engineer in charge.

(a) Foundation and plinth

(b) Wall (any thickness but not less then 0.10 thick) attached pilasters, buttress and the like

Providing form work with steel plates 3.15 thick welded with angle iron in frame 30X30X5mm so as to give rough finish including centering shuttering strutting and propping etc. with wooden battens and bellies, highs or propping and centering below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu- RCC work and PCC work including all leads lifts and carriage of material at site and as per direction of Engineer in charge in : -

(a) flat surfaces such as softies and suspended doors, roofs landing and the floors etc. up to 200mm in thickness.

Vertical surface such as walls (any thickness)

Providing and laying cement concrete 1:2:4 (1cement : 2 app. sand : 4app. graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced work in suspended floors, roofs landings shelves and their supports balconies, beams, girders bressumers and cantilevers up to floor two level in all height and depth, including all leads lifts and carriage of material at site and as per directions of the Engineer in charge.

Providing Mild/Tor steel reinforcement for RCC work including banding, binding and placing in positing complete up to floor two level including all leads, and carriage of material at site and as directions of the Engineer in charge.

Supplying and fixing cast iron cover with frames for main holes of size 455mm internal dia meter C.I. Cover (Medium) duty the weight of cover to be not less than 23 kg including all leads, lifts and carriage of material at site and as directed by the Engineer in charge.

Proving and fixing M.S. foot rest of 22mm dia size including embedded in C.C in block 225 mm X 225mmX75mm including all leads and carriage of material at site as per direction of Engineer in Charge

Fixing of GI pipe 65 mm dia for scour, inlet, outlet and overflow etc.

Parmod Kumar Thakur

jagdish

BHAW SINGH KAPOOR CONTRACTOR

Suresh Kumar

KULDEEP SINGH