Providing LWSS to PC habitation Pipli Bhaloti Balh etc in GP Sajaopiploo in Tehsil Dharampur District Mandi HP

Amount

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Pick jumper work

Earth work with dewatering

Providing and laying cement conrete 1 : 3 :6 . ( 1 cement : 3 sand and : 6 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1 : 1½ : 3 mix. ( 1 cement : 1½ : sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in :

Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge.

Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Suspended floor roofs, landing, shelves and their supports balconies beams, girders, bressumers and cantilevers upto two level all floor level in all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-charge.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :-

Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Edges of slabs and breaks in floors and walls under 20cm wide in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1 cement :3 sand) complete in all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-charge.

Providing & laying no fine concrete in 1:4 (1Cement:4 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of from work in wet well sinking in ground including all lead lifts & carriage of materials.

Providing and laying cement concrete 1:2:4 (1 Cement : 2 Sand :4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :

Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level. as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Steel work welded in built up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paintin grating, framed guard bars ladders, railing brackedts and similar works as per direction of Engineer-in-Charge upto all lead and lift.

Laying and jointing & testing of G.I pipe for outlets pipe scour pipe and over flow pipes etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

50mm dia ( Light class)

150mm dia ( Light class)

Providing & fixing C.I. Sluice valve (with hand wheel) as per IS : 780-1984 class-I with Flange Table-5 (i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly)

150 mm dia

Providing and fixing Gun Metal wheel valve of following dia screwed type as per IS.778 Marked complete in all respect as per direction and to the entire satisfactioln of Engineer-in-Charge..

50mm dia

Constructing chamber for Sluice valve, with C.I. surface box 100mm top dia, 160mm bottom dia, & 180mm deep (inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1 cement :5 sand :10 graded stone aggregate 40mm nominal size) & inside plastering with cement mortor 1:3 (1 cement :3 sand) finished with a floating coat of neat cement including curing complete, 600x600x750mm inside size with 150mm thick walls of RCC 1:2:4 (1cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6mm bars at not exceeding 150mm centres both ways.

Providing and fixing Manhole cover of size 600x600mm made of angle iron frame size 40x40x5mm thick covered with M.S. sheet 2.00mm thick and welded with angle iron frame 35x35x3mm thick including hings, handles, 8 Nos hold fast and locking arrangement along with lock and key of standred make primer two coat with redoxide paintand blue broza paint complete in all respect including welding & carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing stone filling behind the long wall facing towards U/S side as per direction and to the entire satisfaction of Engineer-in-charge.

Laying, jointing and testing in trenches (to level or grade) of G.I.pipes jointed with fully flanged joint of below diametre conforming to IS 1239-1990 (Part - I ) with latest upto date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4m-6m with plain ends and jointed with MS Flanges conforming to IS 6392-1971(Latest upto date amendments) and welding of flanges as per IS 816-1969 with electrodes as per IS 814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. The welding of flanges to be done on both faces in two layers to make the joints leak proof and to entire satisfaction of the Engineer-in-Charge.The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respect ( Earth work to be measured and paid for seperately).

80mm dia GMS pipe (M) from RD 0 to 100 wall thickness 4.00 flange table- 5

Manufacturing & fixing of G.I. Pipes flanged bends of all degrees manufactured from G.I. parent pipe of relevent requirement with 3-4 cuts of radius not less than 5.00 times dia of pipe and welding of all pieces as per code requirement. The M.S. Flanges are to be provided on each joint conforming to IS 6392-1971 and welding of flanges as per IS 816-1969 with electrodes as per IS: 814-1991 including required number and size of M.S. nuts and bolts as per IS 1369-1967 and asbestos fibre jointing gaskets sheet not less than 3mm in thickness as per IS 2712-1998. The welding of flanges to be done on both faces in two layers to make the joint leak proof and to the entire satisfaction of Engineer-in-Charge with in all leads and lifts.(G.I. Pipe will be issued by the department free of cost) 80mm dia GMS pipe (M) Flange table-5.

Laying, jointing and testing in trenches galvanised mild steel tube of light grade screwed and socketed complete including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of bends and valves) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge. ( Labour rate ).

15mm dia (Light class)

20mm dia (Light class)

25mm dia (Light class)

32mm dia (Light class)

Providing and fixing Gun Metal wheel valve of following dia screwed type as per IS.778 Marked complete in all respect as per direction and to the entire satisfactioln of Engineer-in-Charge..

15mm dia

20mm dia

25mm dia

32mm dia

Providing, fixing & errection of Mono Submersible Pump Set of KSB/B.S/Johnston make comprising to relevant B.I.S. code. The Pump should be fitted with free fine impeller of suitable alloys as per BIS 5659-1978 with upto date ammendments suitable for Raw water having greased packed bearing and shall with wound stator on motor side and with shaft protection on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be fitted with a divice to take up expension of water with the heating of motor. The squirrel cage electric induction motor (Water-proof type of suitable H.P. motor of same make as that of pump confcorming to BIS-9287-1979 latest with upto date ammendments totally dust and water proof for submersible duty isolated from the pump by intermedaite casing with double mechanical seal in oil chamber and greased packed lubricated bearing and providing with stainless thurst bearing plate to with stand the vertical load with minimum wear and tear and suitable for operation on data given below : Total Head: 4.00 Mtrs. Discharge:- 11.39 Lps

Providing and fixing of control pannel of Havells/L&T make D.O.L. starter for operation of above pump set cosisting of Ampare meter, volt meter, Three phase indicating lamp MCB of required KVAR, capacitor Star delta starter and internal wiring etc. (Automatic thpe) of required range and rating completed in all respect i/c carriage in all leads and lifts.

Providing and fixing 3 core 2.5 mm2 copper cable water proof of reputed make such as Havell/Finolex.

Providing and fixing double flange cast iron Sluice valve of 80 mm dia of Leader / Kriloskar make (with hand wheel as per IS 780-1984 PN-1 including brass spindle) complete with nuts and bolts, gasket sheet not less then 3mm thickness etc. in all respect as per the direction and entire stisfection of the Engineer-in-charge.

Providing and fixing double flanged cast Iron non return valve of Kirloskar / Leader/ make of 80 mm dia to with stand a seat pressure of 10.20Kg/cm2 with standing nominal Seat pressure as per IS:780-1984 (P1) of Table-17 with upto date ammendments as per direction and to the entire satisfaction of Engineer-in-Charge.

Errection charges

Vijay kumar kushwaha