PROVN OF BOUNDARY WALL AND LIGHTING ARRANGEMENT, CHAIN LINK FENCING, WALKING PATH AT RT LINE CHILDREN PARK AND PARKING SHED INCL HARD STANDING IN REAR SIDE OF MD ACCN P-217/1-12 AND P-220/1-12 IN THE AREA OF AGE B/R-I UNDER GE (WEST) JALANDHAR CANTT

Amount

Schedule 'A' Part-I (B/R Works)

Surface excavation n. exc. 30cm and averaging 30cm deep in soft/loose soil complete all as specified and as directed.

Excavation in post holes (or similar holes) in hard/dense soil each n. exc. 0.5Cum, getting out, returning, filling in, and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering and removing surplus soil to adistance n. exc. 50m and making good the disturbed surface complete all as specified and as directed.

Excavation in trenches not exc. 1.5 m wide and n. exc. 1.5m deep for foundation, etc, or for shafts, wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil complete all as specified and as directed.

Returning filling in, including, spreading, leveling and well ramming in layers not exceeding 25cm complete all as specified and directed.

Removing excavated material to a distance exc 50 metre but n exc 100 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.

Material and labour for broken stone or boulders as in hardcore of gauge n.exc 63mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered, rammed to a true surface etc complete all as specified and as directed.

Material and labour for cement concrete 1:5:10 type E-2 using 40mm graded crushed stone aggregate as in sub base/foundation filling/mass concrete/sunken floor etc, complete all as specified and as directed.

Material and labour for cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in sub base/foundation filling/mass concrete/sunken floor etc, complete all as specified and as directed.

Material and labour for cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in sub base/foundation filling/mass concrete/sunken floor etc, complete all as specified and as directed.

Material and labour for plain cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) including weathering, slightly rounded or chamfered angles and throating as in coping including necessary form work etc. complete all as specified and as directed.

Material and labour for RCC 1:2:4 type B-1 (Using 20 mm graded stone aggregrate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete etc. complete all as specified and as directed. (Reinforcement and form work shall be measured and paid separately).

Material and labour for RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in columns, pillars, post and struts etc. complete all as specified and as directed. (Reinforcement and form work shall be measured and paid separately).

Material and labour for RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in copings cast in situ in lintels up to 1.5 M span, cills and other similar bands, plinth courses, parapets, copings, bed plates and the like including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work.complete all as specified and as directed. (Reinforcement and form work shall be measured and paid separately).

Material and labour for plain cement concrete1:3:6 type C-2 (using 40mm graded stone aggregate) as in surface channels and drains walls or retaining walls, any thickness, size or shape including pillasters, buttresses columns, pillars, boundary pillars and posts including necessary form work etc (including caps and bases) complete all as specified and as directed.

Material and labour for precast re-inforcement cement concrete work 1:2:4 type B-1, using 20mm graded stone aggregate as in bench for garden (colour and design as approved by GE) including necessary reinforcement and form work etc. complete all as specified and as directed.

Material and labour for brick work with sub class 'B' bricks, straight or curved on plan exc. 6.0m mean radius built in cement mortar 1:6 complete all as specified and as directed.

Material and labour for form work to sides of concrete foundations, footings, bases of columns, beams sides and soffits (if any) of foundation and pinth beam and similar work vertical rough finished surfaces of concrete (horizontal or sloping) complete all as specified and as directed.

Material and labour for form work to sides of pillars, struts, columns and stanchions and similar work square, rectangular rough finished surfaces of concrete complete all as specified and as directed.

Material and labour for form work to sides of coping work slope and vertical fair finished surfaces of concrete of girth exc 10 cm and over complete all as specified and as directed.

Material and labour for sand filling under floors or in foundations including watering, ramming and consolidation complete all as specified and as directed .

Material and labour for 100mm thick cement concrete 1:2:4 type B-2 using 40mm graded crushed stone aggregate as in sub-base for floors, surface finished even and rough to receive top finish complete all as specified and directed.

Material and labour for 80mm thick coloured machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006, of M-40 Grade with grey cement and pigment complete all as specified and as directed.

Material and labour for chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors/paths, in neat cement slurry and pointed with grey cement and pigments to match with colour of the tiles over and including 15mm thick screed bed or bedding layer in cement mortar 1:6 complete all as specified and as directed.

Material and labour for mild steel work as in posts/struts in fencing including cutting bending drilling holes, notching for wire etc, welding including all necessary drilling bolting or reveting etc conforming to Fe 410-0 or Fe 310-0 (Gde-E-250) Quality A complete all as specified and as directed.

Supply only chain link MS galvanised fencing any size and any type complete all as specified and as directed.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and as directed.

Material and labour for framed work as in doors, gates, guard bar, ornamental grill etc of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing Fe 410-W (Gde-E-250) Quality A complete all as specified and as directed.

Material and labour for MS work as in ornamental grill including cutting bending drilling holes, notching for wire etc, welding including all necessary drilling bolting or reveting etc complete all as specified and as directed conforming to Fe 410-0 or Fe 310-0. (Note: - Design for ornamental grill will be provided as directed by Engineer-In -Charge).

Supply and fixing steel work in tubular trusses including special shaped washer, erection, welding etc. complete using ERW or induction butt welded tubes conforming to I S1161- 1979 grade St.-240 complete all as specified and as directed.

Material and labour for mild steel high yield strength TMT bars 10mm dia and over cut to length bent to shape required, including cranking, hooking ends, bending and binding with and including MS wire (annealed) not less than 0.9mm dia complete all as specified and as directed.

Material and labour for mild steel high yield strength TMT bars but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders cut to length bent to shape required, including cranking, hooking ends, bending and binding with and including MS wire (annealed) not less than 0.9mm dia complete all as specified and as directed.

Supply & fixing pre-painted galvalume aluminium 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 or fixed with ‘L’ & ‘J' hooks or cranked hook bolts complete all as specified.

Material and Labour for 300mm bore reinforced concrete pipes, class NP3, laid and jointed in trenches complete with collars complete all as specified and as directed.

Material and Labour for providing concrete bed in PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in bed to drain pipes of 300mm bore including packing under and haunching against the sides of the pipes completely after they are laid and tested complete all as specified and as directed. (Note: Width of concrete bed shall be outer diameter of drain pipe plus 30cm)

Supply and fixing in repair 110mm bore PVC (SWR) pipes of pressure rating 6kgf/cm2 single socketed with rubber ring joints, jointing with adhesive laid in trenches/ fixed in walls complete all as specified and as directed.

Material and labour for 15mm thick rendering in cement mortar 1:4 on brick work or concrete external surfaces finished even and fair without using extra cement complete all specified and as directed.

Material and labour for preparation of new plastered or unplastered surfaces of walls and applying three coats of white wash complete all as specified and as directed.

Material and labour for preparation of newly plastered surfaces of walls and applying two coats of weather proof paint complete all as specified and directed.

Material and labour for preparation of new steel surface of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.

Material and labour for preparation of new steel surface of any description not exc. 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.

Material and labour for complete removal of existing treatment o walls surface for preparation of old plastered surface on walls and applying two coat of weather proof paint complete all as specified and as directed.

Schedule 'A' Part-II (External electrification)

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed.

Returning filling in, including, spreading, leveling and well ramming in layers not exceeding 25cm complete all as specified and as directed.

Removing excavated material to a distance n exc 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.

Material and labour for cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in sub base/foundation filling/mass concrete/sunken floor etc, including necessary form work etc complete all as specified and as directed.

Material and labour for cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in sub base/foundation filling/mass concrete/sunken floor etc, including necessary form work etc complete all as specified and as directed.

Material and labour for plain cement concrete 1:2:4 type B-1, using 20mm graded stone aggregate as in coping, padding, roof kerbs/mud stops and rounded or chamfered on edge including necessary form work etc. complete all as specified and as directed.

Material and labour for sand filling in trenches for cable cushioning and compaction complete all as specified and as directed.

Material and labour for sub class 'B' bricks laid in trenches for cable protection complete all as specified and as directed.

Supply, laying and fixing XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100volts grade, cross-sectional area 16Sqmm, 4 core laid in trenches/through pipe/ducts or on walls complete all as specified and as directed.

Supply, laying and fixing XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100volts grade, cross-sectional area 10Sqmm, 2 core laid in trenches/through pipe/ducts or on walls complete all as specified and as directed.

Supply, laying and fixing PVC insulated, stranded copper conductor, 1100volts grade, cross-sectional area 2.5Sqmm, 3core FRP type looping box to street light fitting connector passing through pipe/steel tubular pole with fixing arrangement etc complete all as specified and as directed.

Supply, fixing and laying GI tubing light grade 50mm bore with all necessary fitting laid in trenches, under road crossing, in floors or fixed to poles/DB for cable protection etc complete all as specified and as directed.

Supply, fixing and laying GI tubing light grade 40mm bore with all necessary fitting laid in trenches, under road crossing, in floors or fixed to poles/DB for cable protection etc complete all as specified and as directed.

Material and labour for precast reinforced cement concrete work 1:2:4 type B-0, using 12.5mm graded stone aggregate as in cable cover slab of Class LV, type I, flat, of size 250mm x 150mm x 40mm including necessary reinforcement and form work etc. complete all as specified and as directed.

Supply and fixing steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 (9.0metres long) confirming to IS-2713 including tarring of embeded surface and painting with two coats of aluminium paint over a coat of primer on exposed surface complete all as specified and as directed. (Excavation and PCC shall be measured and paid separately).

Supply and fixing pole arms as per sample, one way on the top of the pole with fixing accessories complete all as specified and as directed.

Supply and fixing FRP type looping box of size 280x170x130mm including necessary arrangements to fix the looping box with the suitable nuts, bolts and washer etc. comprising of the following:- (a) MCB 63Amps TP, 10KA-01No, (b) MCB 6Amps SP-01No (c) Neutral link-01 No complete all as specified and as directed. Make:- United/Sintex

Supply and fixing LED street light fitting 45Watts made out of pressure dia cast housing with toughened glass and indivisual high power with secondary optics IP66, protection with complete fixtures of capacity 48 Watts, 5700K and making electrical connections to by using PVC insulated and overall sheathed flexible copper conductor of size 0.75Sqmm 3 core complete all as specified and as directed.

Supply and fixing post top lantern cone round type including all fitting arrangements suitable for fitted with 76mm dia pipe and making electrical connections by using PVC insulated and overall sheathed flexible copper conductor of size 0.75Sqmm 3 core complete all as specified and as directed.

Supply, fabrication, installation, fixing and testing of LT panel, KIOSK type base frame mounted dust proof with bus bar chamber to accommodate 3phase, 415 Volts with aluminium bus bar by aluminium strip of suitable size, fabricated out of 2mm thick mild steel sheet painting two coats of synthetic enamel paint over a coat of red oxide primer with double shutter closing & locking arrangements of panel size 80x60cm and legs of 40cm fixed in plain cement concrete complete all as specified and as 1:2:4 type B-1 using 20mm graded stone aggregate comprising of the followings:- (a) MCB 63Amps FP, 10KA-01No, (b) MCB 32Amps SPN-03No (c) Indicator lamp (Red,Yellow, Black)-01 Set complete all as specified and as directed.

Material and labour for earthing complete with galvanised steel earth plate, electrode 600 x 600 x 6mm thick buried directly in ground (earth pit not less than 2.25 metre below normal ground level) with top edge of the plate not less than 1.5metres below normal ground level, connected and including GI earth strip 25x3mm connected to earth plate by means of nuts, bolts, check nuts and washers of galvanised iron or steel, GI earth wire protected by 15mm dia GI pipe 'light grade' upto 2 metre above ground level and connected to machinery earth plate surrounded by packed alternate layers of charcoal and common salt 15cm thick all around top and bottom and watering pipe 20mm bore GI light grade all as shown in electrical plate No 3 of SSR Part-I of 2009, testing on completion including providing PCC chamber (1:3:6) using 20mm graded stone aggregate and 50mm thick cover with RCC 1:2:4 type B-1 and 8mm dia TMT bars 100mm C/C bothway and frame including excavation earthwork and returning filling etc, complete all as specified and directed. Note :- Earth pit shall be constructed 50cm from the side of excavation to avoid sinking of pit.

M/S Kuldip Construction Co.

SARASWATI CONSTRUCTION CO

KAMAL AGGARWAL

NATIONAL BUILDERS