Certain repairs to drains, paths, hard standings, cleaning of septic tank and soakage well of Army units at Banihal area under AGE (I) Bhalra

Amount

Cleaning and clearing the blockage of sewage lines, of any dia, type and any depth,removing any type of blockage by roding from man holes or by flushing water with pressure pump complete all as specified and directed by Engineer-in-charge.

Taking out of solid/semi solid sludge from existing man holes of any size and any depth and burying the entire sludge/sludge water into excavated pit of adequate size including excavating and covering with earth or disposing off into covered vehicles outside the pheripheri of defence land to a distance exceeding 1 KM including taking off RCC/iron manholes covers and refixing the same after cleaning complete all as specified and directed by Engineer-in-charge.

Cleaning of blockage of EWC/IWC/urinal/bathroom/kitchen and gully trap and removing of sludge/spoil/waste to distance exc 100 mtr and testing of WC block for proper working after cleaning complete all as specified and directed by Engineer-in-charge.

Removing the manhole cover (CI or RCC) , any type of manhole rectangular/circular and de-watering/de-sludging of septic tanks and soakage wells of any size and depth by means of hydraulic jet pressure machine by plugging inlets as required, making it fully functional to the entire satisfaction of Engineer in charge including carrying the effluent outside the defence land in closed containers adn re-instating the manhole cover to its original position complete all as specified and directed by Engineer-in-charge.

Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation etc and n.exc 10 Sqm on plan and n. exc 1.5 mtr in depth and getting out in any type of soil complete all as specified and directed by Engineer-in-charge.

Returing filling in including spreading levelling watering and well ramming in layers not exceeding 25 cm thick complete all as specified and directed by Engineer-in-charge.

Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.50m above the starting point complete all as specified and directed by Engineer-in-charge.

Demolition by breaking up drain pipes (salt glazed stoneware or AC/RCC) 150mm dia jointed in cement mortar and taking out of trenches and removing the debris including concrete bed and haunching from the trenches complete all as specified and directed by Engineer-in-charge.

M&L for 150mm bore/inner dia Double wall corrugated HDPE pipes (SN-4) with intergral socket and necessary fttings, laid in trenches jointed as per manufacturer instruction complete all as specified and directed by Engineer-in-charge.

Demolition of brick works built in cement mortar including all quoins pillars arches etc including PCC benching/coping etc complete all as specified and directed by Engineer-in-charge.

Brick work with sub class 'B' bricks straight or curved on plan exc. 6m mean radius built in cement mortar 1:4 complete all as specified and directed by Engineer-in-charge.

All as per item 11 above in before-but-except bricks complete all as specified and directed by Engineer-in-charge.

M&L for PCC 1:2:4 type B-1 (using 20mm graded cruched stone aggregate) as in benching, coping etc including necessary form work complete all as specified and directed by Engineer-in-charge.

M&L for Rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surface fininished even and smooth without using extra cement including mixing of integral water proofing compound in the proportion as per manufacturers instructions complete all as specified and directed by Engineer-in-charge.

Demolition of reinforced cement concrete of any description and in any position (Reinforement cut as required to facilitate demolition) complete all as specified and directed by Engineer-in-charge.

M&L for Pre-cast RCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in manhole cover slab fixed in position including necessary form work and set in CM 1:6 complete all as specified and directed by Engineer-in-charge.

M&L mild steel TMT 10mm dia and over cut to length, bent to shape, required including cranking, bending, spirally for hopping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-charge.

S&F in repair for Vitreous china squatting pan of patern 'Orissa pattern ' size 580x440 mm white with integral foot rests, flush pipe including provn of lime concrete bedding and making good the dismantled surface in PCC 1:2:4 type B-I using 20mm graded stone aggregate complete all as specified and directed by Engineer-in-charge.

S&F in repair vitreous china wash down water closet (pedestal pattern) white including fixing bolts and connecting to drain pipe, including seat cover plastic flat bottom and MS Chromium plated hinging device and connection to flush pipe, anti symphonic pipe etc complete all as specified and directed by Engineer-in-charge.

S&F in repair Vitreous china bowl urinal flat back,size of 465x355x265mm white including waste pipe 32mm dia GI pipe, grating and brass union for discharge pipe complete including providing and fixing plug bedding urinal against wall in cement mortar 1:2 securing urinal to plug with and including 60mm long brass screw pointing around urinal back in cement etc complete all as specified and directed by Engr-in-charge.

S&F in repair PVC SWR 'P' traps 110mm dia complete all as specified and directed by Engr-in-Charge.

Taking out the roots of trees/ shrubs of any girth from the surface of bldgs and making good the damaged portion to match with the existing surface in CM (1:3) or with PCC 1:2:4 type-B1 (using 20mm graded stone agreegate) or Brick work in CM 1:4 and finally finishing the surfaces to match with the existing surfaces complete all as specified and directed by Engr-in-Charge.

Dismantling of PVC, 110mm drain pipe jointed in cement mortar and taking out of trenches, if required complete all as specified and directed by Engr-in-Charge.

Dismantling of PVC, 75mm drain pipes jointed in cement mortar and taking out of trenches, if required complete all as specified and directed by Engr-in-Charge.

S&F of PVC SWR pipe single socket of 75mm dia in any length with rubber washer ring joint fixed to wall complete all as specified and directed by Engr-in-Charge.

S&F in repair of PVC SWR bend of 75mm dia complete all as specified and directed by Engr-in-Charge.

S&F of PVC SWR pipe single socket of 110mm dia in any length with rubber washer ring joint fixed to wall complete all as specified and directed by Engr-in-Charge.

S&F in repair of PVC SWR bend of 110mm dia complete all as specified and directed by Engr-in-Charge.

S&F Stack clamps for pipe of bore 75 mm dia made out of 50mmx5mm flait iron and 16mm dia round iron stay including bolts and nuts and securing ends of Stays to wall or roof complete all as specified and directed by Engr-in-Charge.

S&F of Stack clamps for pipe of bore 110 mm dia made out of 50mmx5mm flait iron and 16mm dia round iron stay including bolts and nuts and securing ends of Stays to wall or roof complete all as specified and directed by Engr-in-Charge.

Cutting into existing manholes for connecting new drain 150mm dia making good to pipe and rendering cutting out existing for and forming branch channel(1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) smooth finished and reforming benching as required complete all as specified and directed by Engr-in-Charge.

Demolition of Concrete ground floors and pavings n.exc 15cm thickness(below or above ground level) complete all as specified and directed by Engr-in-Charge.

M&L cement concrete 1:3:6, type C-1 using 20mm graded stone (machinical crushted ) as in surface channel and drains complete all as specified and directed by Engr-in-Charge.

M&L Plain cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in sub base of floor or paving 75mm thick, complete all as specified and directed by Engr-in-Charge.

M&L for precast chequered tiles (factory made rectified) of size tiles 300mX300mmX25mm over 20mm thick cement screed layer in cement mortar 1:4 ,top layer glazed made in grey cement and pigment in required patterns(compressive strength not less than 250 kg per Sqm) complete all as specified and directed by Engr-in-Charge.

M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; , M-35 Grade complete all as specified and directed by Engr-in-Charge.

M/S MAHALUXMI BUILDERS (BID ID -3340158)

A S CONSTRUCTION (BID ID -3340025)

DALIP SINGH MANDYAL (BID ID -3333820)