Construction of LIS upper Seobag in tehsil and distt. Kullu

Amount

Cutting in earth work in all kind of soil in all leads and lifts such as spade work,Pick work, jumper work,saturated/unsaturated soil blasting work in soft /hard rock,chiselling/wedging out rocks, where blasting is prohibited in all leads and lifts stacking the usefull material available from cutting work and handing over the usefull material to the department free of cost to the entire staisfaction of the Engineer-in-Charge with in all leads and lifts.

Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/hard rock , where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes only), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (1 cement:4sand:8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge.

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

Providing and laying cement concrete 1:1 .5 :3 ( 1 cement: 1.5 sand: 3 graded crushed stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement for reinforced concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in- charge in: -

Foundation and plinth.

Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.

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

Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like.

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 as per the direction of Engineer in Charge.

Random Rubble masonry /polygonal rubble un-coursed /brought two coarses with hard stone of approved quality in foundation and plinth including leveling up cement concrete 1:6:12(1cement: 6sand: 12graded stone agg.40mm nominal size) in cement mortar 1:6 ( 1 cement : 6 Sand) with in all leads and lifts as per the direction of Engineer in Charge.

Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded crushed stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. in:- (a) Foundation and plinth

Laying, jointing and testing HDPE pipes in trenches to required grade as per IS: 4984-1995 latest with up to date ammendments 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, TEEs bends, reducers, screwed adaptors, flange tail pieces etc complete in all respect and to the entire satisfaction & direction of the Engineer - in - Charge

75mm outer diameter with material grade PE-80 and pressure rating PN-4 (4kg/cm2)

75mm outer diameter with material grade PE-80 and pressure rating PN-6 (6kg/cm2)

90mm outer diameter with material grade PE-80 and pressure rating PN-4 (4kg/cm2)

110mm outer diameter with material grade PE-80 and pressure rating PN-4 (4kg/cm2)

125mm outer diameter with material grade PE-80 and pressure rating PN-4 (4kg/cm2)

140mm outer diameter with material grade PE-80 and pressure rating PN-4 (4kg/cm2)

160mm outer diameter with material grade PE-80 and pressure rating PN-4 (4kg/cm2)

200mm outer diameter with material grade PE-80 and pressure rating PN-4 (4kg/cm2)

Providing 65mm dia hydrant including G.I Riser pipe (IS: 1239, 1999) 65mm wheel valve , 65mm pump connecting nipple , GI Tee, GI Nipple ( As required of main & sub main line) and plain concrete grouting for GI tee & Riser pipe complete in all respect with in all leads and lifts as per direction of Engineer -in- Charge

Providing and fixing anchor block and control valve arrangement with cast iron sluice valve 80mm dia PN-I including anchor block size 0.30x0.30x0.30 with base for sluice valve 1:2:4 cement concrete block complete in all respect with in all leads and lifts as per direction of Engineer-in Charge

Laying and jointing G.I Pipe (Light Grade) , tube fittings in trenches including earth work complete in all respect with in all leads and lifts and to the entire satisfaction of Engineer-In - Charge

Scour pipe 80mm dia

Providing and fixiing double flanged cast iron Sluice valve of following diameters and make Leader/Kirlosker/Pelicon make confirming to IS :14846-2000 with MS flanges IS: 6292-1971 with hand wheel ( and other accessories) with up to date ammendments as per class PN-1.00 with nominal seat pressure of 10.00kg/am2 flange table -5 including welding in two layer including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in Charge

80mm dia

Ajeet Sharma

Rakesh Sen

Man Singh

Oasis Enterprises