PROVISION OF WALL NEAR SECURITY POST AT AIRPORT GATE AND NORTH GATE AT INS HANSA AND PROVISION OF HARD STAND PARKING ARRANGEMENT ADJACENT TO RAQAS GATE AT NAY G UNDER AGE BR I OF GE NW VASCO

Amount

PROVISION OF WALL NEAR SECURITY POST AT AIRPORT GATE AND NORTH GATE AT INS HANSA UNDER AGE B/R-I (BR PORTION)

Excavation in trenches not exc. 1.5 m in depth and not exc 1.5 m wide in soft disintegrated rock for foundation and getting out

PCC type D2 1:4:8 (40mm aggregate) in foundations filling and mass concrete

M&L RCC Type B1 1:2:4 , 20mm graded aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.

M&L RCC Type B1 1:2:4, 20mm graded aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed.

M&L RCC Type B1 1:2:4, 20mm graded aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.

M&L Mild steel bars 10 mm dia and over, cut to length, bent to shape required including crancking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to TMT Bars.

M&L Mild steel bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required including crancking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to TMT Bars.

Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter

Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions

Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc.

M&L Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in mortar, complete all as specified (Type C1,1:3:6)

M&L for rendering 15 mm thick on block masonry surfaces or other than fair faces of brick work in cement mortar 1:4. finished to even and smooth(without using extra cement)

M&L for preparing newly plastered surface of walls and applying two coats of acrylic weather proof antifugal paint (exterior grade) over a coat of self primer complete all as specified.

M & L preparation of new surfaces of walls and applying two coat of cement paint over alkali resistant priming paint completed all as specified and as directed.

M&L Granite 20 mm thick (of any type) work (table rubbed and polished) in horizontal steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite.

M & L 20mm thick Granite (of any type) work (table rubbed and polished) in vertical for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite.

M&L Rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations.

M&L Surface Excavation not exceeding 30 Cm deep and averaging 15 Cm deep and getting out in Soft/disintegrated rock

M&L Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point.

M & L for hardcore of gauge not exceeding 63 mm of broken stone, deposited, spread and levelled layers not exceeding 15 cm thick, watered and rammed to a true surface.

M&L 75 mm thick Cement concrete type C2, 1:3:6 (using 40 mm graded granite stone aggregate) in sub base of flooring/ hard standing

M&L screed bed or bedding layer of mortar 20 mm thick cement plaster 1:4 for laying floor finished to receive floor tiles.

M&L coloured heavy duty paving, chequered finish, cement concrete endura industrial tiles 12 to 15 mm thick (square /rectangular) textured series area of each tile exceeding 0.07 sqm not exceeding 0.18 sqm as in floors, treads and risers of steps fixed with grey cement and pigment laid over complete all as per manufacturer instructions and of design as directed by Engineer-in-Charge. Make Johnson endura industrial or equivalent of Kajaria/Regency

M&L precast cement concrete Type B1 1:2:4(20 mm graded aggregate) set in 1:4 cement mortar in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and the like incl necessary form work.

S&F stainless steel railing of height 0.9 m with grade SS T-316 including all accessories with chain linking between poles at a distance of 1m as horizontal support of stainless steel and fitting to staircase, varandah, balconies atc all as per manufactures instructions and as directed by Engineer-in-Charge.

Writing 8 letters in 3D of stainless steel of height 70 cm in capital letter and fixing over finished surface all as specified and directed by Engineer-in-Charge.

Supply & Fixed PVC (SWR) Pipe 110 mm bore single socketed in any length with rubber ring joints , laid in trenches or in floor .

Supply & Fixed PVC (SWR) bends 110 mm bore any radius.

PROVISION OF WALL NEAR SECURITY POST AT AIRPORT GATE AND NORTH GATE AT INS HANSA. (EM PORTION)

Excavation in trenches 1.5 Mtr wide and not exc 1.5 Mtr deep in hard / dense soil, getting out and levelling of bottom surface to required level for laying UG cable / errection of poles / pipes all as specified.

Excavation in trenches 1.5 Mtr wide and not exc 1.5 Mtr deep in soft / disintegrated rock getting out and levelling of bottom surface to required level for laying UG cable / errection of poles / pipes all as specified.

Exavation in trenches by cutting of road crossing /PCC hard standing under boundary wall for laying of pipe/cable including making good the existing surface with same finish to match the original finish all as directed by Engineer-in-Charge.

Returning filling in excavated earth work soft / disintegrated including spreading, levelling, watering and well ramming in layers n.exc 25cm thick to required level for laying UG cable / errection of poles / pipes

Removing excavated soil to a distance n.exc 50m, depositing where directed at a level n.exc 1.5M above the starting point all as specified and directed by Engineer-in-Charge.

Supply and laying clear sand/m-sand in trenches for cable cushioning under ground cable 8 cm below and 15 cm above complete all as specified and directed by Engineer-in-Charge. (Note:- Punned thickness only will be measured & Paid)

Supply and laying precast concrete cable cover LV type 1 flate size 250 x 150 x 40 mm in trench for protect to under ground cable complete all as specified

Supply, laying and testing cable XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 sq mm 2 core

S&F MCB DB SPN 4 way DB 230 V with 100 A rated bus bar complete all as speciifed and as directed.

M & L for sub main wiring with two core of single core 1.5 Sqmm FRLS Copper conductor PVC insulated unsheathed cable as per IS 694-1990 (third revision) drawn through & including non metallic rigid PVC conduit medium grade of as required size (not less than 20 mm in width) with all accessories such as Tees, elbows, junction boxes etc, as required fixed concealed in wall along with one run of 1.5 Sqmm single core FRLS insulated unsheathed copper conductor cable as continuous earth wire and connecting to existing main switch board/ distribution board and testing on completion etc complete all as directed. (Note :- Two runs of copper cable, One run of earth continuity conductor and one run of PVC conduit shall be measred as one unit)

S & F MCB SPN 06 -32 amps 230 volts C curve, 50 HZ AC 10 KA complete all as specified and as directed

S & F MCB SP 06 to 32 amps 230 volts C curve, 50 HZ AC 10 KA complete all as specified and as directed

M & L for Earthing complete with Galvanised earth plate electrode 600 x 600 x 6 mm thick buried directly in ground earth pit not less than 2.25mtr deep below normal ground level with top edge of the plate not less than 1.5 mtr below normal ground level connected to galvanised earth wire 4 mm dia by mean of nuts/bolts, check nuts and washers of brass as shown in electrical plate No. 5 of SSR part-I including necessary excavation and earth work, GI Pipe 15 mm bore light grade for watering with Funnel, wire mesh and protection to earth lead shall be provided with GI pipe light grade 20 mm dia up to 7.5 mtr from the earth plate electrode and refilling of soil including adequate quantity of charcoal dust and common salt etc & earth work in any strata, PCC pit chamber in cement mortar 1:3:6 type C-2 with 40 mm thick Precast RCC cover slab 1:2:4 type B with 8 mm dia TMT bar and handle with lifting hooks including testing any type complete all as specified and directed by Engineer-in-Charge.

S & F LED Outdoor Garden light 1x20 Watts , operating voltage 140V to 265 V complete with all accessories internally prewired and including connecting up with twin core twisted flexible copper conductor cable with suitable size complete all as specified and directed by Engineer-in-Charge. Make:- Luler /Bajaj/ Philips

Supply and lay GI Pipe light grade 32 mm bore for cable protection as a guard pipe including required accessories etc. complete as specified and directed.

PROVISION OF HARD STAND PARKING ARRANGEMENT ADJACENT TO RAQAS GATE AT NAY (GOA) UNDER AGE B/R-I

Surface Excavation not exceeding 30 Cm deep and averaging 15 Cm deep and getting out in Soft/disintegrated rock

Removing excavation soil n.exc 1.5km and n.exc 5 km outside MOD land complete all as specified and directed by Engineer-in-Charge

M&L for hardcore of broken stone gauge exc 63mm but n exc 100mm, deposited, spread and leveled in layer n.exc 15cm thick, watered and rolled / rammed to a true surface using 8 to 12 tone power roller under PCC Platform.

Rolling and consolidating formations in cutting and filing using 8 to 12 tone power roller including side berms.

M&L cement concrete work in pavement / hard standing of flexural strength 40 kg/ square centimeter in field using 400 kg of cement per cubic meter thickness of concrete 25 cm or less and not less than 150mm layer in bays and compacted with using vacum dewatering system plant, floating operation with power floater, finishing the top surface of concrete even and smooth with power trowel including necessary formwork to sides and edges of concrete complete all as specified and as directed.

M&L finishing the surface of concrete roads pavement by brooming

Forming contraction (Dummy joints) 65mm deep x 10mm wide, filled with sealing compound grade 'A'

Forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `B'

Forming construction joints 30mm deep x 10 mm wide filled with sealing compound grade 'B'

K M SUBHANAIAH

M/S. M M S ENTERPRISES

Shree Ram Enterprises

M/S Kartik Enterprises

KIRAN TRADERS