Provn of stacking facility at Bathinda Mil Stn

Amount

SCHEDULE 'A' B/R Works

Surface dressing not exceeding 15cm deep and getting out in soft/loose soil including clearing away all grass, vegetation, saplings, bushes, wood under growth and removing it to a distance not exceeding 50 metre, complete, all as specified.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil, complete all as specified.

Add to (or deduct from) item 1.00, 2.00 for every 3 cm or part thereof above or below 15/30 cm average depth

Excavation over area not exc. 1.5 metre deep and getting out in soft/loose soil, complete all as specified.

Excavation over area depth exc. 1.5 metre and not exc. 3.00 metre, complete all as specified.

Excavation in trenches in soft/loose soil not exceeding 1.50 metre wide and not exceeding 1.50 metre in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out, complete all as specified.

Excavation in trenches in soft/loose soil not exceeding 1.50 metre wide, exceeding 1.50 metre and not exceeding 3.00 metre in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out, complete all as specified.

Forming embankment including raising (or lowering) earth spreading in layers not exceed 30cm thick, watering, ramming/rolling and finishing to required size and shape etc. not exceeding 1.5 metre high from base, complete all as specified. NOTE:- Earth obtained from excavated material (approved earth)

Excavation by trenchless technology for boring of holes under road, pavement, hard-standing using trenchless boring machine or by means of manual manpower including passing HDPE pipe of 100 mm dia suitable for 0.4mpa working pressure, complete all as specified.

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

Removing excavated soil to a distance exceeding 250 metre but not exceeding 500 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point, complete all as specified.

Removing excavated soil to a distance exceeding 50 metre but not exceeding 250 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point, complete all as specified.

Returning filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each, complete all as specified.

Hardcore (Broken stone or boulders) of gauge not exc. 63mm, deposited, spread and levelled in layers not exc. 15cm thick, watered and rammed to a true surface, complete all as specified.

Earth filling in floors or pavings, laid in layers not exceeding 25cm thick, spread, levelled and rammed including watering to achieve 95 % proctor density complete all as specified & directed by the Engineer-in-Charge. ( Note:- Earth obtained from excavation and removed of diffrent items shall be used in this items .

Reinforced cement concrete, M-25 (Design Mix), using 20 mm graded stone aggregates as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns and mass concrete, complete all as specified.

Reinforced cement concrete, M-25 (Design Mix), using 20 mm graded stone aggregates as in columns, pillars, piers, posts and struts complete all as specified.

Reinforced cement concrete, M-25 (design mix) using 20 mm graded stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, rough surface to receive wearproof topping while concree is green complete all as specified.

Reinforced cement concrete, M-25 (Design Mix), using 20 mm graded stone aggregates as in beams, cantilevers, bressumers, lintels over 1.5 metre clear span and the like complete all as specified.

Reinforced cement concrete, M-30 (Design Mix), using 20 mm graded stone aggregates as foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, basement slabs and mass concrete, complete all as specified.

Reinforced cement concrete, M-30 (Design Mix), using 20 mm graded stone aggregates as in walls, retaining wall, abutments, parapet and the like, complete all as specified.

Reinforced cement concrete, M-30 (Design Mix), using 20 mm graded stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified.

Extra for forming fair finished surface of drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc., complete all as specified.

Plain Cement Concrete, type C-1 (1:3:6), using 20 mm graded stone aggregates as in bed blocks, copings and the like including weathering, slightly rounded or chamfered angles & throating including provision of necessary formwork, complete all as specified.

Plain Cement Concrete, 1:3:6 type C2 using 40mm graded stone aggregate as in foundation filling & mass concrete, complete all as specified.

Plain Cement Concrete, 1:4:8 type D-2 using 40 mm graded crushed stone aggregate as in foundation etc. as filling & mass concrete, complete all as specified.

Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6, complete all as specified.

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.

Brickwork with subclass ‘B’ brick laid flat on sloping surface of drain, bedded and jointed in cement mortar 1:6 complete all as specified and directed..

Brickwork with subclass ‘B’ brick laid on edge as top band of drain, bedded and jointed in cement mortar 1:6 complete all as specified and directed..

Use & waste of Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide, complete all as specified.

Use & 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 with rough finished surfaces of concrete, complete all as specified.

Use & waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions with rough finished surfaces of concrete, complete all as specified.

Use & waste of formwork to faces of walls, retaining walls, abutments and similar work including attached pillasters, buttresses, etc.; vertical or to batter with fair finished surfaces of concrete, complete all as specified.

Use & waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200 mm thick (Horizontal or sloping) with rough finished surfaces of concrete, complete all as specified.

Use & waste of formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide with rough finished surfaces of concrete, complete all as specified.

Mild steel TMT 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.

Mild steel TMT bars 5 mm dia and over up to and including 10 mm dia, 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 as in stirrups, spacers and binders, complete all as specified.

Mild steel TMT bars 6 to 8 mm dia, 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.

150mm thick, Plain Cement Concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregates as in sub base, complete all as specified.

100mm thick, Plain Cement Concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregates as in sub base, complete all as specified.

75mm thick, cement concrete type C-2, 1:3:6 using 40 mm graded stone aggregate as in plinth protection, complete all as specified.

Supply only water proofing compound, ISI marked, complete all as specified.

10mm thick cement plaster in cement mortar 1:4 on fair/unfair faces of brick or concrete surfaces finished even and smooth without using extra cement, complete all as specified.

15mm thick cement plaster in cement mortar 1:4 on fair/unfair faces of brick or concrete surfaces mixed with water proofing compound as per manufacturer instructions surfaces finished even and smooth all as specified. NOTE: Supply only WPC to be measured and paid for seperately

Flush pointing to brick wall in cement mortar (1:3), complete all as specified.

Preparing new plastered surface of walls and applying two coats of cement base paint over a coat of primer, complete all as specified.

Preparing new plastered surface of walls and applying three coats of white wash, complete all as specified.

Wearproof topping 15 mm thick laid on rough surface of concrete ( while concrete is green) mixed with mettalic hardner as per manufacturer instructions mix. Metallic floor hardener and cement shall be thoroughly, this mixture shall be mixed with crushed granite/ basalt/trap as indicated (6mm and down) in the proportion 1:2 by volume and finished even and smooth (except metallic hardner), complete all as specified. NOTE:- Metallic floor hardner will be measured and paid separately as supply only.

Supply only metallic floor hardner complete all as specified.

Polythene film, 150 micron thick, laid in floor, complete all as specified.

Rolling and consolidating formation surfaces in cutting with 8 to 12 tonne power road roller including filling in depressions which occurs during process of rolling, rolling to required gradient & camber, including watering, complete all as specified.

150 mm thick (spread thickness) soling (or sub base) in one layer with broken boulder or quarried stone of (Granite, Trap, Basalt), interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified.

150 mm thick (compacted thickness) WBM, in two layers (75 mm thick each layer) with coarse aggregates of granite, trap or basalt of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size), spread, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified. (Note:- Each layer shall be rolled and compacted separately)

Preparing surfaces of WBM by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surfaces with air pressure to remove all loose dirt etc. & applying evenly a tack coat with paving bitumen primer of grade VG-10 @ 10 kg /10 sq.m using mechanical sprayer, complete all as specified.

Bituminous premix semi dense asphaltic concrete (SDAC) 40mm consolidated thickness with 5.5% binder content (bitumen of grade VG-30) by weight of total mix using sensor paver with electronic sensing device for automatic levelling and profile control within the specified tolerance and internal heating arrangement for the screed rolled and consolidated to required camber and gradient with 8 to 12 tonne power roller to a uniform smooth surface etc., complete all as specified.

Continuous brick edging, with width equal to the width of the brick, laid dry, on end vertically with bricks as specified in particular specifications Section-II clause 5.2, complete all as specified.

Painting lines, dashes, arrows, letters etc. on roads, pavements and the like, 10 to 15 cm wide (as directed) with hot applied retroreflective thermo plastic road marking paint, applied mechanically to form 2mm thick film using road safety spikeries glass beads including preparation of new road surfaces by using special applicator machine, complete all as specified.

Two way dual direction road stud (Cat eye) of dimension 110mm x 128mm x 29.5mm of impact resistant aluminium alloy body with amber / red / white reflective panels and fixing the same on road surface by applying approximately 100 gm epoxy mixture and placing the cats eye without applying excessive pressure and fixed as per manufacturers instructions with 12mm dia and 120mm long zinc plated steel nail at the centre of cats eye all as of red or any other colour as directed by GE, complete. MAKE: DARK EYE Cat No DA -971(B) or equivalent in 3M (INDIA LTD.)/ GREENLITE.

100 mm thick cement concrete as in M-20 ( nominal mix) using 20 mm graded stone aggregate laid in floors/hardstanding as top surface complete all as specified.

Finishing surface of concrete roads, pavements, by brooming, complete all as specified.

Forming Contraction (Dummy) joint 30mm deep x 10mm wide with & including filling with sealing compound grade 'A', complete all as specified.

Forming Construction joint 25mm deep x 10mm wide with & including filling with sealing compound grade 'A' , complete all as specified.

Forming 12mm thick & 100 mm deep expansion joint with & including filling with preformed bituminous filler and top 30 mm primed and sealed with sealing compound Grade ‘A’, complete all as specified.

SCHEDULE 'A' ELECTRIFICATION WORKS

Supply and laying or fixing or laid in trenches / ducts / through pipes / in floors / under roads / under hard standing /along poles and testing, Cross linked Polyethylene (XLPE) LT Cable, XLPE Insulated, PVC inner sheathed, bedded, galvanised steel strip or wire armoured cable (heavy duty) 1100 volt grade with stranded aluminium conductor, conforming to IS-7098 (Part-I)-1988 with upto date amendments, including taking out old unserviceable cable any size complete all as specified and as directed having cross sectional area :-. Note :- (i) Excavation, earth work, sand cushioning, brick protection, boring/cutting of road and pipe shall be measured & paid separately under appropriate item of this Schedule.)

10 Sq. mm x 2 core

10 Sq. mm x 4 core

GI tubing light grade, ISI marked, for cable protection including fittings, if any complete all as specified of size: -

40 mm bore

50 mm bore

Cable path indicator, duly engraved with 'MES Electric Cable' on cast iron round plate 150 mm dia and 8 mm thick with provision of 600 mm long (minimum) single leg/stand of angle iron 25 x 25 x 3 mm, welded/riveted on back side of plate, fixed and grouted in position with PCC 1:4:8, block of size 300mm x 300 mm x 200 mm, complete all as specified.

Material and labour for sand cushioning, with dry and clean fine river sand (for under ground cable) 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cable complete all as specified and as directed. (Note:- Punned thickness shall be considered for payment purpose)

Factory made, un-reinforced precast concrete manufactured as per IS:5820 cable covers class LV type 1 size 250 mm x 150 mm x 40 mm for cable protection, complete all as specified.

Junction box complete with fixing accessories having following specifications:- (i) Junction box should be insulated and made out of polycarbonate with glass fibre reinforced material. (ii) Size not less than 210x160x98 mm (iii) IP protection: IP 66 in accordance with IEC 60529. (iv) Internally embedded gasket of polyurethane (v) Junction box must meet the provision laid down in IEC 60998-1, IEC-60670-22, IEC-60670-2 to 5 and colour coding to RAL 9011 (vi) The manufacture of junction box shall submit a copy of IEC certificate to GE. (vii) Junction box shall be fire retardant and self extinguishing in accordance with IEC-60695-2 to 11, DIN VDE 0304 part-3, UL 94 V-2 flammability standard. It should be tested at Glove Wire Test for 960 Degree Centigrade (viii) The degree of protection of enclosure against mechanical load shall be in accordance with EN 50298 for IK08. (ix) Junction box shall have with single pole MCB ‘C’ curve of 1 Amp rating.

Cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of aluminium paint, complete all as specified.

Steel tubular swaged type poles complete with cast iron/mild steel base plate, finial taper plug, bolts, bracket, nuts & screws as specified type 410 SP-31 (9 metre long) including drilling of necessary holes & painting, complete all as specified. NOTES : - (i) Cost of painting & numbering on poles i.e. making five no. alternative white & black strips 30 cm height each (upto 1.50 metre height from top of PCC coping & numbering to the poles with synthetic enamel paint etc., shall be deemed to be included in the unit quoted rate. (ii) Excavation, earthwork, PCC foundation & coping shall be measured and paid separately under respective item of Schedule.

Energy efficient LED street light fitting with LED lamp of 60W pressure die cast aluminium housing/body, heat resistant clear toughened glass, better optics for uniform distribution street/Roadway luminaire, with driver, including electric connection using 1100 Volts grade FRLS, PVC insulated standard copper conductor cable PVC sheathed 2.5 Sqmm flat or circular twin core cable, complete fitting with all accessories and following specifications and all as directed by Engr-in-Charge :- (a) Lumen system efficacy of luminaire should be minimum 1010 Lumen per watt. (b) Input Voltage range : 140 to 270 volts (c) Temp operating range : Minus 10°C to Plus 50°C (d) Power factor : Minimum 0.95 (e) THD : Max10%. (f) CRI : More than 70 and CCT : 5700 K. (g) IP rating : IP66. (h) IK rating : Minimum IK07 (j) Built in potted LED Driver of the make as of the luminaire. (k) LED driver should be complete with all protections viz open/short circuit protection, over voltage protection, all as per standard design of manufacturer. (l) Surge protection 10 kV (inbuilt + extended) (m) Lens - High Efficiency wide angle lens. (n) BIS Approved fixtures and driver (o) Rated life time : 50000 burning hrs (Average 10 to 12 hrs daily) complete all as specified. (Note: Driver shall be of same make as of luminaries.) MAKE :- Havells cat part No. ENDURAPEARLPLUSSL60W LED or equivalent make mention in Appendix 'B'

Three core cord flexible wire, copper conductor multistranded, PVC insulated and overall PVC sheathed of size 1.5 Sqmm 1100 Volt, drawn through LT steel tubular poles for connection to street light from junction box, complete all as specified.

Street light bracket made out of 40mm dia GI tubing light grade made to shape 1.2 Mtr long with fixing arrangement for LED fitting including MS clamps and back plates fabricated from steel section including nuts, bolts, washer duly painted with two coats of synthetic aluminium paint over a coat of primer, complete all as specified.

Material and labour for Earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including GI earthing wire of size 4 mm dia by means of GI bolts/nuts/washers and protected by 15 mm bore GI light grade pipe upto test point or upto electric equipment, fixing with 02 Nos nuts and bolts. Earth plate shall be surrounded by alternate packed layer 15 cm thick of charcoal or coke and common salt all around bottom and top. 20 mm bore GI medium grade pipe for watering and including funnel, wire mesh, PCC chamber pit made with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type of soil, returning filling and disposal of surplus soil to a distance not exceeding 50m, Pit cover 40mm thick made with RCC (1:2:4) type B1 (using 20 mm graded stone aggregate) including TMT reinforcement 8mm dia @ 75mm c/c both way, MS handle 12mm dia, cover rest on MS angle iron frame 40x40x6mm embeded in concrete duly painted with two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified & shown in electrical plate No. 3 of SSR 2009 (Part-I) complete all as specified and as directed by Engineer-in-charge. Note:- (i) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) Protection pipe and GI earthing wire upto test point or upto electric equipment from top of earth plate shall be included in the unit rate of this item. (iii) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.

VIJAY JINDAL BUILDERS PVT LTD

AP BUILDERS

M/s RAMESH KUMAR VERMA CONTRACTORS

SOM BUILDERS

M/s Kataria Construction Company

M/s Vijay Kumar Garg

SACKSON ENTERPRISES

Jai Ambey Construction Co.