PROVN OF PAVED PATH IN PH-I AREA, INTERLOCKING TILES AT DSC MUSTERING POINT, COVERED SHED NEAR BUILDING NO. P-42, GARDEN LIGHTS AT ECOLOGICAL GARDEN IN PH-I AREA, NAME PLATE BOARD WITH LIGHTING AT NAD AND NAVAL STATION BHEEMUNIPATNAM AND CERTAIN MINO

Amount

Surface excavation n. exc. 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed by the Engineer-in-Charge.

Surface excavation n. exc. 30cm deep and averaging 15cm deep and getting out in hard /dense soil complete all as specified and as directed by the Engineer-in-Charge.

Rough excavation n. exc 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed by the Engineer-in-Charge.

Excavation over areas, n. exc 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed by the Engineer-in-Charge.

Excavation in trenches n. exc.1.5m wide and n. exc. 1.5m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc. 10 Sq.m. on plan and n. exc. 1.5m in depth and getting out in any type of soil complete all as specified and as directed by the Engineer-in-Charge.

Excavation in trenches n. exc.1.5m wide and n. exc. 1.5m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc. 10 Sq.m. on plan and n. exc. 1.5m in depth and getting out in hard /dense soil complete all as specified and as directed by the Engineer-in-Charge.

Excavation in trenches n. exc.1.5m wide and exc. 1.5m and n. exc.3m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc. 10 Sq.m. on plan and n. exc. 1.5m in depth and getting out in hard and dense soil complete all as specified and as directed by the Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exeding 25 cm. complete all as specified and as directed by the Engineer-in-Charge.

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

Removing excavated soil to a distance exc.1.50 KM but n. exc. 5 KM and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge.

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

M&L for PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

Forming embankments including raising or lowering earth, spreading in layers not exc 30 cm thick, watering, ramming/rolling and finishing to required size,shape etc not exc 1.5 M high from base.ete complete all as specified and as directed by the Engineer-in-Charge.

M&L for precast PCC 1:2:4 type B1 (Using 20mm graded stone aggregate) in kerb stones, window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and set in cement mortar 1:4 complete with joints to match complete all as specified and as directed by the Engineer-in-Charge.

M&L for brickwork with sub-class'B' bricks, straight or curved on plan exc. 6m mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M&L for 75mm thick PCC 1:3:6 type C1 (Using 20mm graded stone aggregate) as in sub base for flooring complete all as specified and as directed by the Engineer- in-Charge.

M&L for Reinforced Cement Concrete 1:1.5:3, type'A' (Using 20mm graded granite stone aggregate) in foundations, including rafts, footings, plinth beams etc and the like complete all as specified and directed.

M&L for Reinforced Cement Concrete 1:1.5:3, type'A' (Using 20mm graded granite stone aggregate) in columns, pillars, piers, posts and struts etc and the like complete all as specified and directed.

Use and waste of form work to sides of foundation/footings, plinth beams and similar work for rough finished surfaces complete all as specified and directed.

Use and waste of form work to sides of columns and pillars for for fair finished surfaces complete all as specified and directed.

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

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

S&F pre-painted galvalume aluminum zinc coating GI based corrugated 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 complete all as specified and as directed by the Engineer-in-Charge.

S&F pre-painted galvalume aluminum zinc coating GI based plain corrugated 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 complete all as specified and as directed by the Engineer-in-Charge.

S&F mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe 410 -W (Gde- E- 250) quality-A complete all as specified and as directed by the gineer-in-Charge.

S&F plate girder or single stanchions,built up of one beam or channel section with flange plates,caps,bases,splices,angle brackets,cleats and other connections.MS Tube conforming to IS-1161-1979. complete all as specified and as directed by the gineer-in-Charge.

S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.-240 and is painted one shop coat of zinc chromate primer paint (including preparation of surface) at sontractor’s workshop before fabrication complete all as specified and as directed by the Engineer-in-Charge.

M&L for designer cement concrete tiles rubber moulded 30cmx30cmx25mm thick, set, jointed and pointed in neat cement slurry in floors with white or grey cement and pigments over 20mm thick screed bed in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

S&F machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006, 60mm thick, with grey cement and pigment, M-35 Grade complete all as specified and as directed by the Engineer-in-Charge.

M&L for crushed stone dust filling blended with coarse sand in 1:1 ratio in floors or pavings, laid in layers n. exc. 15cm thick, spread, levelled and rammed including watering complete all as specified and as directed by the Engineer-in-Charge.

S&F 11 to 15mm dia. mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc. 5cm but n. exc. 10cm long complete all as specified and directed by the Engineer-in-Charge.

S&F 11 to 15mm dia. mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc. 15cm but n. exc. 22.5cm long complete all as specified and directed by the Engineer-in-Charge.

M&L for rendering 10mm thick on fair faces of brick work or concrete surfaces in CM 1:6 and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparation of new plastered surfaces of walls and applying two coats of cement based paint over one coat of primer complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparation of new plastered surfaces of walls and applying two coats of weather proof exterior emulsion over one coat of primer complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of new or previously untreated steel surfaces of any description, exc. 10cm in width or girth and applying two coats of synthetic enamel paint over a priming coat of red oxide zinc chrome primer complete all as specified and directed by the Engineer-in-Charge.

S&F Glow sign board of size 2.6 m X 1.20 M X 0.20 M with acrylic sheet 4 mm thick on front,LHS & RHS and aluminium composite panel board on rear side with letters ' Naval Armament Depot,Bheemunipatnam ' along with depot embelm including LED back lights,fixed on existing MS pipes. complete all as specified and directed by Engineer-in-Charge.

Supply and spread clean river sand as cable cushioning for protection of cable to be laid in trenches all as per SSR Part-I complete all as specified and as directed by the Engineer-in-Charge. Note: Only punned thickness of 18cm will be measured for the purpose of payment.

Supply and lay common burnt building clay bricks of size 230x115x75mm for protection of cable, laying in trenches complete all as specified and as directed by the Engineer-in-Charge.

Supply and laying steel tubing galvonised 25mm bore light grade with all fitting for cable protection complete all as specified and as directed by the Engineer-in-Charge.

Supply and laying LT underground cable XLPE insulated and sheathed armoured cable 1100 Volts 2 core 6 Sq.mm. aluminium conductor in trenches/poles and connecting with all accessories complete all as specified and as directed by the Engineer-in-Charge.

S&F outdoor integral post top lantern luminaries including 40 watt LED, IP 65 protection type and three core twisted copper conductor flexible wire from bus bar to connector complete all as specified and as directed.

S&F outdoor integral LED landscape luminaries 16 watt new generation, energy saving die cast aluminium for downward lighting including PCC 1:2:4 type B2 foundation of garden light copper conductor flexible wire from busbar to connector complete all as specified and as directed. (Havells Cat No. MUSHROOMBL16WLED730SSYMTOPC or equivalent as approved by GE)

S&F outdoor integral Bollar lighting luminaries 10 watt with soft 360 deg light distribution including PCC 1:2:4 type B2 foundation of garden light, copper conductor flexible wire from busbar to connector complete all as specified and as directed. (CG Cat No. LBSN10-CDL or equivalent as approved by GE)

S&F cable junction boxes of size 155 mm x 210 mm x 92 mm IP 66 for cable entry, comprising of SPN aluminium busbar capacity 16 Amps 230 volts fixed making holes on strip for connecting cables and fixed to garden light pole with and including MS clamp of size 25 x 5 mm including nuts, bolts, washers and including provision of MCB SP 6 Amp, C curve 10 KA breaking capacity complete all as specified and as directed.

S&F 40mm dia GI water tubing ISI marked medium grade of size including all fittings such as bends, tees, short pieces connectors, elbows, reducers, unions, sockets etc fixed to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-Charge.

S&F 25mm dia GI water tubing ISI marked medium grade of size including all fittings such as bends, tees, short pieces connectors, elbows, reducers, unions, sockets etc fixed to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-Charge.

S&F in repairs, 500 Litres capacity rotational moulded polyethylene water storage tank (cylindrical vertical with closed top) two layered ISI marked hoisted and fixed in position complete all as specified and as directed by the Engineer-in-Charge.

S&F 25mm dia. gun metal globe or gate valve with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and as directed by the Engineer-in-Charge.

S&F 40mm dia. gun metal globe or gate valve with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and as directed by the Engineer-in-Charge.

S&F 25 mm dia ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe (Minimum weight 455 gms) complete all as specified and as directed by the Engineer-in-Charge.

M&L for cutting existing steel water tubing of size 40 mm dia for additions/altrations including insertion of GI 'TEE' of suitable size for branch connection as required at site complete all as specified and as directed by the Engineer-in-Charge.

S&F bib taps 25mm dia. Cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as specified and as directed by the Engineer-in-Charge.

SRI GOWRI ENGINEERING WORKS

M/s SRINIVASA REDDY CONSTRUCTIONS

RAJASHEKHAR ENTERPRISES

N V S S K N SIVA PRASAD

SRI VENKATA SAI MANIKANTA CONSTRUCTIONS

HUSSAIN ENGINEERING WORKS