CAD of LIS Shila kipper in GP Majhwar FIS Bijani in GP Bijani and FIS Chabuan Nela in GP Majhwar

Amount

Excavation in foundations trenches etc. (for pipes and pits ) upto all depths in all kinds of soil such as pick work,jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un-metalled/metalled paved surface of its original conditions including cost of diversion for traffic night signals fixing caution boards and fencing etc.complete in all respects.

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

Providing and laying cement concrete 1:4:8(1cement:4 sand:8 crushed stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth in all leads and lifts.

Providing and laying cement concrete 1:3:6(1cement:3 sand:6 crushed stone agg. 40mm nominal size)and curing complete excluding cost of form work in foundation and plinth in all leads and lifts.

Providing and laying cement concrete 1:5:10(1cement:5 sand:10 graded stone agg.40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150mm to 300mm as per HPPWD specifications in all leads and lifts.

Providing and laying cement concrete 1:2:4 ( 1cement:2 sand: 4 crushed stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in foundation and plinth.Foundation & Plinths

Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level in all leads and lifts.

Walls ( any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level in all leads and lifts

Providing and laying cement concrete 1:1.5:3(1cement:1.5 sand:3 crushed stone agg.20mm nominal size )& curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:In foundation and plinth in all leads and lifts.

Walls ( any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level 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:-Vertical surfaces such as walls(any thickness)partitons and the like including attached pillasters,buttresses plinth and string courses and the like Columns,pillars posts and struts in all leads and lifts

Edges of slab and breaks in floors and walls under 20cm.wide in all leads and lifts.

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

Providing and Fixing Cast Iron Sluice Valve 100 mm dia of BIR/ KARTAR/ PELICON make BIS No. 14846 with flange table-17 including welding of flanges, Nuts & Bolts and Gasket etc. The sluice valve conforming to IS-780.The sluice valve as mentioned below complete in all leads and lifts and th the entire satisfactions of the Engineer-in-Charge.

Providing and Fixing 80 mm dia Hydrant in RCC Chamber (RCC chamber to be measured and paid for separately) consisting of GI riser pipe 80 mm dia (IS:1239:1990) 1.00 meter long, PP Ball valve 80 mm dia, GI Elbow and GI Nipple with coupler 80 mm dia complete in all respect in all leads and lifts.

Providing and Laying (to level or slope)and jointing and testing reinforced concrete pipe light duty non pressure pipes IS class of following internal diameter with collars and butt ends prepared for collar joints including testing of joints complete in all leads and lifts.RCC Pipe 900 mm dia Class NP2

RCC Pipe 350 mm dia Class NP2

Steel work welded in built up sections, trusses and framed work including cutting hosting fixing in position and applying a priming coat of red lead paint:-In grating framed guard bars ladders railling brackets and similar work in all leads and lifts.

Providing and Fixing Tamper proof thimbled chain lock complete job in all respect in all leads and lifts.

Providing and Fixing HDPE pipe Tee 100X90XX63 mm with equal end.(copper on both end of HDPE tee) over HDPE pipe 110 mm with existed pipe of outlet dia 110 mm existed pipe of outer by butt fusion welding complete in all respect with In all leads and lifts as per direction of Engineer-in-Charge.

Laying , jointing , testing and commissioning of HDPE pipes (High Density Polysthlene pipes) of following diameters and class confirming to IS 4984-1995 with necessary fitting to the entire satisfaction of Engineer-in-Charge (Earth work in trenches to be measured and paid for separately and in all leads and liftsHDPE pipes 225 mm dia PN 4.00, PE 80.

HDPE pipes 160 mm dia PN 10.00, PE 80.

HDPE pipes 160 mm dia PN 6.00, PE 80.

HDPE pipes 160 mm dia PN 4.00, PE 80.

HDPE pipes 140 mm dia PN 4.00, PE 80.

HDPE pipes 125 mm dia PN 4.00, PE 80.

HDPE pipes 110 mm dia PN 10.00, PE 80.

HDPE pipes 110 mm dia PN 8.00, PE 80.

HDPE pipes 110 mm dia PN 6.00, PE 80.

HDPE pipes 110 mm dia PN 4.00, PE 80.

Laying,jointing and testing in trenches GMS tube pipe of following dia meters conforming to BIS :1239(Part-1),of following grade and having wall thickness as spacified below with plain end and dia meters capable of withstanding required test pressure in rendom length of 4 to 7 mtrs ,including spacials,short peices ,bends ,reducers ,tees etc.made from parent tube ,providing and welding of MS flsanges detail as below the MSflanges shall conform to BIS 6392-1971((with latest up to date amendments )duly welded in two layers (two inner and two outer)with pipes and both ends as per relevent BIS standers along with nuts and bolts of required sizes 3 mm thick compressed asbestos fiber/synthetic rubber gasket conformming to relevent BIS standerds .The laying of pipe will include all oprations such as cutting welding jointiong providing and fixing of MS flanges febrication of bends ,tees etc.including lowering and laying in excavated tranches to ensure frequired level including flushing cleaning and hydraulic testing complete in all respect to the satisfaction of Engineer -in-Charge .The fabriction bends shall have three or four cuts having its radious not less than five five times of dia of pipes.The pipes shall be factory galvanized (zinc coating both inside and outside )as per relevent IS standards .The welding electrods shall be as per IS 814 of Advani oerlikon/L & T or ISI marked make .The rates also inbcludes entire carrige of matirial flushing clkeaning and hydraulic testing complete to the best satisfaction & direction of Enginee-in -Charge with in all leads and lifts (Earth work in tranches will be measured saparately. Booster Stage:- 150 mm dia GME pipe 4.80 mm thickness with Flange Table-5 (Medium Class)

First Stage:-150 mm dia GME pipe 4.80 mm thickness with Flange Table-17 (Medium Class)

150 mm dia GME pipe 4.80 mm thickness with Flange Table-5 (Medium Class)

Laying, jointing (by way of circumfrential butt welded joints by electrical arc welding and testing of GMS pipe of following dia meters conforming to IS 1239 (part-1),grade specified below (latest with up to date amendments) having wall thickness as specified below with bevelled ends and capable of withstading required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers, all short pieces, beds etc. 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. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of advani overlikon/ L & T or ISI markedmake. The rates also includes entire carriage of materials, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer-in Charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).First Stage:-150 mm dia GMS pipe 4.80 mm thickness (Medium Class)

Chandan Parkash

Oasis Enterprises

Raman Thakur Govt. Cont.