CAD of LIS Panarsa in Tehsil Aut Distt Mandi HP SHCO Anchor Block Retaining wall Outlets and Chamber for protection of Hydrants Providing and Laying HDPE pipe of various dia MSERW pipe CO Walk way over the Desilting tank and CO Clear Wa

Amount

Excavation in foundation and trenches etc.(for pipes and pits)upto all depths in all kinds of soil such as pick work,jumper work, blasting work,chiselling of 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 then returning the stacked soil after laying,jointing and testing of GI pipes in trenches in 15cm.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 respect.and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1:6:12(1cement:6 sand:12 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 1:4:8(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 1:2:4(1cement:2 sand:4 graded stone agg.20mm nominal size)and curing complete excluding cost of form work and reinforcement and reinforced concrete workin:-

Foundation footing bases of columns etc and mass concrete 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

Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200mm in thickness in all leads and lifts.

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

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

Suspended floors, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilivers upto floor two level in all leads and 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.

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 by 150mm to 300mm as per HPPWD specifications in all leads and lifts.

Boulder filling dry had packed tightly under floor 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.

900 mm dia Class NP2

350 mm dia Class NP2

Providing and fixing Cast Iron Sluice Valve of BIR/KARTAR/PELICAN make PN 1.0 10 Kg/cm^2 with nut and bolts and Gasket including complete process of opening of existing valve and fixing new valve by all means complete job in all respect. The diameter of valve as mentioned below complete in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

100 diameter

Providing and fixing MS angle braket to cover & safty of sluice valves in side out let chamber in all leads and lifts.

Providing and fixing of ceilling for locking of manhole cover in all leads and lifts.

Providing and fixing HDPE pipe Tee 100 x 90mm x 63mm with QC end (copper on both end of HDPE Tee) over HDPE pipe 110mm existed pipe of out let dia 110mm existed pipe outer by butt fusion welding complete in all respect with in all leads and lifts as per the direction of the Engineer-in-Charge.

Providing and fixing RCC Chamber, 80mm dia hydrant including GI riser pipe 80mm pp valve 80mm pump connecting nipple, GI Tee Nipple & copler etc complete in all respect with in all leads and lifts as per the direction of the Engineer-in-Charge.

Providing, Laying , jointing and testing of HDPE pipes in trenches to required grades as per IS: 4984-2016 latest with up to date amendments of following OD pipes, material grade and class of pipes. The jointing of pipes should be done by way of butt fusion welding as per relevant IS Code and specifications including all fittings and accessories e.g. coupling, TEE's, bends, reducers, screwed adopters, flanged tail pieces etc. complete in all respect and in all leads and lifts. (HDPE pipe will be measure and paid for separately)

250 mm dia PN 4.00 PE 80

110 mm dia PN 4.00 PE 80

Providing Laying, jointing and testing in trenches (to be levelled to grade) BIS marked MSERW flanged pipes of dia and wall thickness mentioned below conforming to ISO -3183-2007 (latest with upto date amendments) of steel grade YST-240 jointed with flanges Table 17 of BIS 6392-1971 (latest with upto date amendments). welding at both ends according to as per BIS standards & detailed specifications and provided with nuts and bolts of reqiuired sizes 3mm thick compressed asbestos fiber gasket or synthetic rubber gasket conforming to relevant BIS codes/approved specifications including manufacturing reducers/tapers, all short pieces and bends as per site requirement and made from parent tubes in clubing bends and welded with flanges of table as applicable for the particular reach & of approved specifications as per site conditions including flushing, cleaning, painting & hydraulic testing complete to the best satisfaction of Engineer-in-Charge. The pipes and specials shall have galvanised coating asper IS-4736 with latest ammendments. The pipe will be measured for straight length only including bends. (Earth work to be measured and paid for separately).

MSERW pipe 400mm dia Table- 17 Wall Thickness 4.80mm

MSERW Pipe 400mm dia Table -17 Wall thickness 4.80 for inlet & Outlet pipe 450mm dia

MS Kamal Dev Sharma

Oasis Enterprises

HARJEET SINGH