Augmentation of LWSS Mamla Toungri in Tehsil Ramshehar District Solan HP Sub Head Construction of breast wall construction of Sump Well 13000 liter capacity storage tank 50000 liter capacity at Node1 sector storage tank 19000 liter capacity at Node16

Amount

Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, blasting soft/ hard rock or chiselling soft/ hard rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering where ever required, stacking the usable/ serviceable materials/soil separately complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Excavation in foundation trenches etc. upto all depths in all classification of earth work such as pick work,jumper work, saturated soil including bailing of pumping out water,blasting soft/hard rock or chiseling soft/hard where blasting is prohibited.In all lifts including trimming and dressing of sides,levelling of beds to correct grade i/c shoring,strutting, planking timbering and dewatering wherever required,stacking the usable and un-useable material / soil separately and then returning the stacked soil in 15 cm (fifteen centimeters) layers where required into plinths,sides of foundations etc. including consolidating of each of each deposited layer by ramming and watering and then disposing of all surplus excavated soil un useable materials complete in all respect with in all leads & lifts as per the direction of the Engineer-in-charge.

Excavation in drain and channels etc. earth work for pipes upto all depths in all classification of earthwork 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 probihited in all lifts including jungle clearence wherever required, trimming & dressing of sides, levelling of beds to correct grade including shoring/struting, planking , timbering & dewatering wherever required stacking the useable /unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/ unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, right signals, fixing caution boards, crossing over trenches for acess to houses, fencing etc. complete in all respect with in all leads and lifts and as per direction of the Engineer-in-charge at site of work.

Providing and laying cement concrete 1:6:12(Icement:6sand:12 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work and cement in foundation and plinth including carriage of material in all leads & lifts.

Prov.and lying cement concrete 1:5:10 (1Cement: 5Sand: 10 Graded stone agg.40mm nominal size) with 15% plum & curing complete excluding cost of form work and cement in retaining Walls/ Breast Walls , the size of plums shall usually be 150mm to 300mm as per HPPWD specification.

Providing and laying cement concrete 1:4:8(Icement:4sand:8 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work and cement in foundation and plinth including carriage of material in all leads & lifts.

Providing and laying cement concrete 1 : 1 : 2 ( 1 cement : 1 : sand : 2 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work including carriage of material within all leads and lifts complete in all respect :-

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.

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 :

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.

Ist class brick work using common burnt clay building bricks in foundation and Plinth in cement mortor 1:6 ( 1 cement:6 sand ) excluding cost of cement in all leads and lifts as per the direction of the Engineer-in-Charge.

Providing form work of steel shuttering with steel plat as3.15mm thich welded with angle iron in frame 30x30x5mm so as to fair finish including centring, shuttering floor two seiling not exceeding 4 mtrs. And removal of the same for insiturein forced conerete 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.

Flat surface such as soffits of suspended floors, roofs,landing and the like floor etc.upto 200mm in thickness as per direction and to the entire satisfactioin of Engineer-in-Charge upto all lead and lifts.

Placing tor steel reinforcement for RCC work i/c bending,binding and placing in possition complete including bending wire upto floor all level including carriage of material in all leads & lifts .

15 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:4 ( 1 cement : 4 sand ) excluding cost of cement in all leads and lifts as per the direction of the Enginner-in-Charge.

Laying,jointing and testing in trenches galvanised mild steel tube of following dia and grade confirming to BIS 1239 ( latest with upto date ammendment ) as per classification of pipe as specified below. The laying of pipe shall confirm to BIS 5822 (latest with upto date ammendment), including the cost of all kind of specials such as bends of all degrees to made from parent tube, short pieces, tail pieces made from parent tube within all leads & lifts. (earth work in trenches to be measured and paid for separately).

15 mm dia(Light Grade)

20mm dia(Light Grade)

25mm dia(Light Grade)

32 mm dia(Light Grade)

40mm dia(Light Grade)

50 mm dia(Light Grade)

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.

80 mm dia

Providing and fixing brass full way valve with wheel of following nominal bore confirming to BIS specification complete within all leads and lifts as per the direction to the entire satisfaction of the Enginee-in-charge.

20 mm dia

25mm dia

32 mm dia

50 mm dia

Providing & fixing 80 mm dia cast iron vent pipe with cowl , clamp etc. including fitting Complete as per the direction of Engineer-in-Charge.

Providing and fixing MS sheet manhole cover of 600 mm X 600 mm to existing storage tank made of angle iron 30 mm X 30 mmX 4mm base plate and man hole frame angle iron 25 X 25X 4 mm with MS sheet 2 mm thik including cutting welding , red lead paint, locking arrangement with lock complete as per the direction and satisfaction of Engineer - in -Charge.

Providing and fixing M.S. gate of angle iron and flat 6 mm thick with frame including locking arrangment and placing in position complete with all leads and lifts as per satisfication of Engineer-in -charge.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on decorated wall surface( two coats) to give an even hade after thoroughly brushing the surface to remove all dirt, loose or softened paint.

Supplying and fixing galvanised steel barbed wire fencing IS 278-1962 type-1) weight 9.38kg/100 mtr (minimum) straining and fixing to any type of standared rails, straining bolts including securing with the provision of galvanised mild steel wire stepples or steel pins etc. as directed (post and structs of wood concrete steel etc. and straining bolts shall be paid for separately) as per direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.

Boulder filling behind retaining/ Breast wall as per direction and to the entire satisfaction of Engineer-in-charge.

VIKAS CHAND GOVT CONT

RAM ASRA GOVT CONTARCTOR

JAI PAL

AMAR SINGH GOVT CONTRACTOR

SHANKAR LAL

SURAT RAM D CLASS GOVT CONTRACTOR