Restoration of Rain Damages LWSS Marathu Janed Thalehar in Tehsil Sadar Distt Mandi HP

Amount

Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-Charge.

Providing and laying Square rubble masonry coursed with hard stone of approved quality in foundation and plinth including racking out joints in up with cement morter concrete 1:4 (1cement:4 sand ) in all leads and lifts.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm, so as to give a fair finish including centering ,shuttering, propping etc.with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:- Flat surfaces such as soffits of suspended floors, roofs landings and the like: floors etc. up to 200 mm in thickness in all leads & lifts.

Vertical surface such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like complete in all respects with in all leads & lifts as per directions of Engineer-in-Charge.

Providing and laying cement concrete 1:1:5:3 (1cement 1.5 sand :3 crushed stone agg. 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement work :-Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level in all leads & lifts.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level in all leads and lifts.

15mm cement plaster in single coat on rough side of brick/concrete/stone walls for interior plastering upto floor two level including arrises internal rounded angles chamfers and or rounded angles not Shall exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement : 6 sand) in all leads and lifts.

White washing with lime on undecorated wall surface (with two coats) to give an even shade including thoroughly brroming the surface to remove all dirt, dust, motor dirt and other foreign matter.

Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on un-decorated wall surface to give an even shade , over and including primer coat of whiteing after thoroughly brushing the surface free from mortar droppings and others forign matter including preparing the surface even and sand papered smooth complete in all respects with in all leads & lifts as per directions of Engineer-in-Charge.

Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint to give an even shade including cleaning the surface of dirt dust and other foreign matter sand papering & stoping complete in all respect including carriage of material in all leads & lifts.

Laying , jointiong and testing (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (Medium Class) of following dia meters confirming to BIS: 1239 (Part-i), grade specified below (latest with up to date amendments) having wall 5.40 mm as specified below with bevelled ends and capable of with standing required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/tapers , all short pieces , beds ctc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer-in-charge. 65mm diameter (MC)

Repair and maintenance of Rising Main by cutting and welding of GI pipe diameter mentioned below ie. By buttwelding and Gas welding two layers including cost of cutting of GI pipe and carriage of welding set and DG set by Machanical transport and head lead up & down complete job in all respect and to entire satsfection of Engineer -in-Charge in all leads and lifts.65mm diameter (MC)

Providing and laying cement concrete 1:6:12 (1cement: 6 sand ):12 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:- Foundation & Plinth in all respect and to entire satsfection of Engineer -in-Charge in all leads and lifts.Under base wall.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement: 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)with 15% plum complete excluding cost of form work in retaining wall /breast walls the size of plums shall be usually be 150mm to 300mm . As per HPPWD spacifications in all leads and lifts.

Boulder filling behind the retaining/ breast wall.(For wall) with in all leads and lifts.

GULZARI LAL (BID ID -472661)