PROVISION OF VIEW CUTTER ON DISTRICTED PORTION OF PERIMETER WALL NEAR SANGRAM DWAR AT INS UTKROSH AND PROVISION OF CONNECTING PATHWAY FROM INLIVING ACCOMMODATION TO PERIMETER WALL OPPOSITE TO BUILDING NO.P-5 AT HQ 34 WEU UNDER GE MINNIE BAY,

Amount

Excavation in post holes in soft/ loose soil not exc. 0.5 cum and removing surplus soil to a distance not exc 50m and making the surface good complete all as specified and as directed by Engineer-in-Charge.

M&L for Plain cement concrete type C2 1:3:6 (using 40mm graded granite stone aggregate) in foundation filling and mass concrete including necessary formwork complete all as specified and as directed by Engineer-in-Charge.

M&L for mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, flat iron fillets (for securing wall cladding etc.) including all necessary drilling, bolting or riveting, etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engr-in-Charge

S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as manufacturers instruction complete all as specified and directed by Engr-in-Charge.

S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as in ridges, hips, valley gutter, drip, and straight flashing complete all as specified and directed by Engr-in-Charge.

S & F Aluminium flat wind ties of any size fixed with self tapping screws of size 40/50mm with integral EPDM washer screwed in roof covering work complete all as specified and directed by Engr-in-Charge.

M&L for precast cement concrete block masonary using PCC 1:3:6 type C-5 soild block exceeding 10cm in width and setting in cement mortar 1:6 straight or surved on plan exceeding 6m mean radius complete all as specified and as directed by Engineer-in-Charge

M & L for rendering 5 mm thick in cement mortar 1:4 over a backing coat of 10mm thick in CM 1:6(Total 15 mm thick) on concrete or brick masonry surfaces including mixing water proofing compound as per manufacurers instructions and finishing the top surface even and fair complete all as specified and as directed by Engineer-in-Charge Note : WPC shall be measured and paid seperately as "supply only"

M & L for rendering 5 mm thick in cement mortar 1:4 over a backing coat of 10mm thick in CM 1:6(Total 15 mm thick) on concrete or brick masonry surfaces and finishing the top surface even and fair complete all as specified and as directed by Engineer-in-Charge

Supply only Integral water proofing compound ISI marked complete all as specified and as directed by Engineer-in-Charge

M & L for preparation of new plastered surfaces and applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/liter and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 liter/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 liter/ 10 Sqm complete all as specified and as directed by Engineer-in-Charge

S&F 4mm dia galvanised steel wire ,150 x 100 mm mesh,made in to mattresses or cages ,lapped,wired and laid in position,including closing after filling complete all as specified and as directed by Engineer-in-Charge

Surface excavation not exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in hard / dense soil complete all as specified and directed by Engineer in Charge.

M&L for 100mm thick Plain Cement Concrete (1:4:8) type D-2 Nominal mix (40 mm graded stone aggregate) as in sub-base including formwork complete all as specified and directed by Engineer-in-Charge.

M&L sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer in Charge. Note : every layer of 25mm thick sand shall be punned down properly and compacted sand filling shall only be considered for payment pursoses

M&L for Hardcore of Broken stone/boulders gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface complete all as specified and directed by Engineer in Charge.

M&L for chequred cement concrete tiles mixed with grey cement and no pigment of size 300x300 x22-25 mm thick set jointed and pointed in neat cement slurry in floors incl 15 mm thick screed in CM 1:6 complete all as specified and as directed by Engineer-in-Charge.

M&L for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and as directed by Engineer-in-Charge.

S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joint fixed in wall complete all as specified and directed by Engineer-in-Charge.

Suppy,laying testing and commissioning of electric LT cables, XLPE insulated, PVC sheathed, galvanised steel strip or wire armoured electric power cables with stranded aluminium conductors 1100 Volts grade of size 3.5 core ,25 sqmm in trenches, passing through pipes, jointing and testing complete all as specified and as directed by Engineer-in-Charge for the following size :- Note: (i) The rates shall be inclusive of Cable lugs at both ends of cable and end termination kits will be measured and paid seperately. (ii) Excavation & Earthwork shall be measured and paid seperately. (iii) Joint kit if required shall be measured and paid seperately. (iv) Insulation Resistance value of cable shall be recorded before and after laying of cable.

Supply & Laying of DWC (Double Wall corrugated) HDPE pipe ISI marked of outer dia of 40 mm and 32mm inner dia , polythylene confirming to IS 16205 part-24 including coupler & Bend with smoooth inernal and profiled external surface for non pressue under ground cable complete all as specified and as directed by Engineer-in-Charge.

Excavation in trenches any soft/loose soil not exc 1.5 mtr wide and not exc 1.5 mtr in depth for foundation, pipe, laying of cable etc not exc 10 Sqmtr on plan and not exc 1.5 mtr in depth and getting out complete all as specified and as directed by Engineer-in-Charge

All as per item No. 22 here in before but exc 1.5 m or part there of in depth beyond 1.5 m depth complete all as specified and as directed by Engineer-in-Charge

Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil all as specified and as directed by Engineer-in -charge.

Removing excavated materials (soil) to a distance not exceeding 50 meters and depositing where directed at a level not exceeding 1.5 meters above the starting point complete all as specified and as directed by Engineer-in -charge.

Supply & erect steel tubular swaged poles complete in true vertical position, with GI base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP - 31, 9.0m long, with polycarbonate cable junction box with IP-67 rating of suitable size with aluminium lugs one incoming and out going with terminal set independently complete all as specified and as directed by Engineer-in -charge. Note : Earthwork,PCC foundation for fixing of poles shall be measured and paid separately under relevant item of this schedule

M & L for Plain cement concrete 1:4:8, type D-2, Nominal mix using 40 mm graded stone aggregate as in foundation, filling and mass concrete including formwork complete all as specified and as directed by Engineer-in -charge.

M&L for Plain cement concrete 1.3.6 type C2, Nominal mix using 40mm graded stone aggregate in foundations filling and mass concrete including formwork all aspecified and as directed by Engineer-in-Charge

M&L for Plain cement concrete 1:2:4 type B1, Nominal mix using 20mm graded stone aggregate for pole coping including necessary formwork complete all as specified and as directed by Engineer-in-Charge

Supply & fixing LED street light fittings comprising of epoxy powder coated housing, enclosed with glass cover in frame, (with total lumen output not less than 10800 lumens and suitable wattage for efficiency not less than 120 lumens/Watt, having secondary optics, min wattage 90 watt, with ingress protection IP 65/66 and potted electronic driver of minimum IP 67 with THD less then 10%, CRI > 80, P.F> 0.9, IK> 08, SPD of capacity 10 KV etc incl necessary clamps etc complete and testing on completion complete all as specified and as directed by Engineer-in-Charge Note : The GI pipe bracket if required will be measured and paid separately under relevant schedule items

S&F loop-in/loop-out box of outer size size 250x210x115 mm made out of FRP(Hot moulded type) with weather proof canopy and locking screws along with with 5/6 Amps MCB - 01 No, 50 Amps rated 3 pole connector- 01 Nos, neutral link mounted and Din rail suitable size for mounting MCB/Connector etc complete in the box, duly fixed to to steel tubular/rail/PCC/RCC pole using 25 x 3mm GI clamp, including suitable gland and lugs for connecting cable complete all as specified and as directed by Engineer-in-Charge

Supply and laying on wall of CPVC pipes outer diameter 20mm SDR 13.5 pipes & plain CPVC SDR 11 fittings complete all as specified and as directed by Engineer-in-Charge

M&L for fabricated mounting bracket for security light fitting made out of Gl tubing 50mm dia light grade size 1.5m long, bend to shape including MS clamp/bracket made out of 50x6mm MS flat iron with necessary nut & bolts, wasners complete all as specified and as directed by Engineer-in-Charge

Supply and fixing Gl clamp made out of 50x6 mm flat iron of suitable size for steel tabular poles all as specified and directed by Engineer-in-charge.

M/s Ramesh Lal (BID ID -3250386)

M/S VISHAL CONSTRUCTION (BID ID -3250925)

M/s K Moorthi (BID ID -3250824)

SKV Engineering (BID ID -3250731)

Sri Ram Construction (BID ID -3250900)

Nirman Construction Company (BID ID -3250866)

ANITA VARMA ENTERPRISES (BID ID -3250887)