| 1 | 1 | Excavation in trenches n.exc. 1.5m wide and n.exc. 1.5m in depth; for foundation, etc. and getting out in hard/dense soil, complete all as directed by Engr-in-Charge. | | 8.72 | Cum |
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| 2 | 2 | Excavation in trenches n.exc. 1.5m wide and n.exc. 1.5m in depth; for foundation, etc. and getting out in soft/disintegrated rocks, complete all as directed by Engr-in-Charge. | | 13.52 | Cum |
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| 3 | 3 | M&L for PCC type D2, 1:4:8 (40 mm graded aggregate) as in foundations, filling and mass concrete, complete all as directed by Engr-in-Charge. | | 1 | Cum |
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| 4 | 4 | M&L Treating the AntiTermite Treatment for bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area | | 27 | Sqm |
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| 5 | 5 | M&L PCC 75 mm thick, type D-2, 1:4:8 (40mm graded aggregate) as in (plinth beam), complete all as directed. | | 2 | Sqm |
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| 6 | 6 | M&L 75 mm thick PCC, type C-2, 1:3:6 (20mm graded aggregate) as in plinth protection, surface finished even and smooth without using extra cement complete all as directed. | | 6 | Sqm |
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| 7 | 7 | M&L for RCC type M-30 (20 mm graded aggregate) as in foundations, plinth beams, bases for column etc. complete all as directed by Engr-in-Charge. | | 3 | Cum |
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| 8 | 8 | M&L for RCC type M-30 (20 mm graded aggregate) as in column etc. complete all as directed by Engr-in-Charge. | | 7 | Cum |
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| 9 | 9 | M&L for RCC type M-30 (20 mm graded aggregate) as in lintel beams, roof beams, cantilevers etc. complete all as directed by Engr-in-Charge. | | 2 | Cum |
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| 10 | 10 | M&L for RCC type M-30 (20 mm graded aggregate) as in chajjas etc. complete all as directed by Engr-in-Charge. | | 1 | Cum |
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| 11 | 11 | M&L for RCC M-30 ( Design Mix ) using 20 mm grade aggregate slabs supported on walls beam roofs, landing, deck slabs and shelves and the like. | | 2.12 | Cum |
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| 12 | 12 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in rocks, complete all as directed by Engr-in-Charge. | | 4.2 | Cum |
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| 13 | 13 | Removing excavated material as rocks exc. 1.5km and n.exc 5 km depositing where directed . | | 67.64 | Cum |
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| 14 | 14 | M&L for form work to sides of concrete foundations, footings, bases of columns and plinth beams and similar work, complete all as directed by Engr-in-Charge. | | 12.96 | Sqm |
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| 15 | 15 | M&L for form work to sides of columns, square, rectangular, complete all as directed by Engr-in-Charge. | | 33.6 | Sqm |
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| 16 | 16 | M&L for formwork to chajjas, troughs and similar items including edges on flat and finished surface. | | 7 | Sqm |
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| 17 | 17 | M&L for form work to sides and soffits to roof beams, lintel beams etc. including supports, overhangs, etc. also splays between floors and beams, etc. complete all as directed by Engr-in-Charge. | | 10.74 | Sqm |
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| 18 | 18 | Formwork to soffit of suspended slabs such as roof slabs floor slabs, landings and similar works not exc 200 mm thick (Horizontal or sloping).complete all as directed by Engg-in charge. | | 7.55 | Sqm |
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| 19 | 19 | S&F High yield TMT CRS bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia, complete all as directed by Engr-in-charge. | | 710 | Kg |
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| 20 | 20 | S&F High yield TMT CRS bars 10mm dia as in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia, complete all as directed by Engr-in-charge. | | 430 | Kg |
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| 21 | 21 | M&L 20 mm thick External Plaster in CM 1:4 mixed with water proofing compound, finished even and smooth (without using extra cement), on concrete / porbandar stone masonary surfaces all as specified and as directed. | | 36 | Sqm |
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| 22 | 22 | M&L 15 mm thick Internal plastering in CM 1:6 finished even & smooth without using extra cement and applying sagol finish complete,on concrete / porbandar stone masonary surfaces all as specified and as directed. | | 21 | Sqm |
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| 23 | 23 | M&L Internal Plastering 5 mm thk to Ceiling in CM 1:3 complete | | 6.25 | Sqm |
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| 24 | 24 | Supply only water proofing compound. | | 13 | Kg |
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| 25 | 25 | M&L for 10 mm thick (average) plastering on concrete surfaces in cement mortar 1:4, in order to maintain proper slope and base over existing roof surfaces for laying of APP based polymeric membrane, add WPC @3% of cement weight(WPC paid separately), finished even and smooth without using extra cement complete all as specified and as directed. (Note:- Polymeric membrane will be measured and paid separately) | | 16 | Sqm |
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| 26 | 26 | M&L for water proofing treatment to RCC roof slab including parapet comprising with the following course of treatment/ specification from bottom to top:- (a) Applying bituminous primer @ 0.40 litre per Sqm over plastered surfaces of roof including parapet surfaces. \n(b) one layer of APP based polymeric membrane of approved manufacturer, 4 mm thick, weight not less than 3.6 Kgs per Sqm, reinforced with non woven polyester fabric or weight not less 160 gms per sqm. \n(Note:- (i) Laying of APP based membrane shall be done by torch on method or as per manufacturers instruction. (ii) A minimum overlap of 150 mm and 100 mm should be made in the end and sides of the polymeric membrane respectively and sealed all overlaps and joints as manufacturers instruction. \n(c ) Applying two coats of reflective Bituminous aluminium paint on top of APP membrane. | | 16 | Sqm |
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| 27 | 27 | M&L for Moorum/red bajri filling in floors or pavings, laid in layeres n.exc. 15 cm thick, spread, levelled and rammed including watering, complete all as directed by Engr-in- Charge. | | 0.94 | Cum |
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| 28 | 28 | M&L PCC 150 mm thick, type C-2, 1:3:6 (40mm graded aggregate) as in sub-base, complete all as directed. | | 6.25 | Sqm |
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| 29 | 29 | M&L for preparation of new plastered surface and applying two coat of acrylic external emulsion paint over a coat of primer complete as specified and directed. | | 21 | Sqm |
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| 30 | 30 | M & L preparing surface of newly plastered walls and applying two coats of oil bond distemper over chalk whitening preparatory to distempering. | | 21 | Sqm |
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| 31 | 31 | M & L for preparation of newly plastered surfaces of Ceiling and applying three coats of white wash | | 6.5 | Sqm |
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| 32 | 32 | S&F Aluminium frame for window shutter confirming to Jindal section with one or more rebates including jointing clips for fixing etc complete with and including provision of anodized aluminium shutter three track(two glazed and one fly proof with stainless steel wire mesh, 0.38mm nominal dia of wire and average width of aperture 1.40mm) sliding type without sash bars using aluminium section weighting 0.55 Kg/RM including necessary jointing clips rubber packing anodizing aluminium snap beading screw and glazing with and including provision of sheet glass 5mm thick, including aluminium gill 6mm thick with 'F' or 'H' section, locking arrangement, etc. complete all as directed by Engr-in-Charge. | | 6.6 | Sqm |
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| 33 | 33 | S&F aluminium frame with door shutter two panel using 100x50x1.7mm section(14066) as in frame, 100x45x1.8mm section(19568) as in rail and wall side style, 0.7 mm thick section(19352) as in beading for glass and pvc partition board and 85x45x1.8mm section(9572) as in locking and handle portion style, for partition using 49.91x44.45x1.3mm section(20086). confirming to Jindal section with one or more rebates including joining clips for fixing etc complete with and including 6mm thick glass pan, 3mm thick PVC sheets in lover panel, hydraulic floor door spring, alum tower bolt 200 mm long, door handle round type, door stopper, decogrill on glass portion, 5 lever alum lock, upper pivot arrangement etc. | | 2.52 | Sqm |
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| 34 | 34 | S&F Mild steel hot rolled angles Fe 410 -W (Gde- E- 250) quality- A as in Stairs (framed) including stringers, treads, landing, balusters, hand rails etc. including cleats, brackets, etc. Complete all as specified & directed by Engr-in-charge. | | 610 | Kg |
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| 35 | 35 | Excavating over areas, n exc 1.5 m deep and getting out (hard/dense soil) including forming surfaces to required level/slope complete all as specified and as directed by Engineer-in-Charge. | | 64 | Cum |
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| 36 | 36 | M/L for hardcore of basalt/trap broken stone gauge exc 63 mm but n.exc 100 mm size, deposited, spreading and levelled in layers and watered and rolled, rammed to true surfaces all as specified and directed by Engineer-in-Charge | | 26.14 | Cum |
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| 37 | 37 | M&L WBM 100mm thick (compacted thickness) in two layers of 5cm thick each using granite trap or basalt stone aggregate of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, grading 2 (63 to 40mmsize) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required as directed by Engineer-in-Charge.\n(Note :- 2 layers shall be measured as one unit.) | | 16.8 | Ten Sqm |
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| 38 | 38 | M&L for 50 mm thick fine sand cushioning under paver block, complete all as directed by Engr-in-charge. | | 8.4 | Cum |
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| 39 | 39 | M&L for machine pressed coloured precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 grade, finished with grey cement and pigment, complete all as directed by Engr-in-charge. | | 168 | Sqm |
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| 40 | 40 | M & L for precast cement concrete 1:2:4 type B2 kerb stone block of any section with plain fair faces, setting in CM (1:4), complete all as directed. | | 2 | Cum |
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| 41 | 41 | M&L three coat of white wash on newly plastered surfaces of internal walls including preparation of surfaces, complete all as directed and as specified. | | 50 | Sqm |
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| 42 | 42 | Demolition and breaking up drain pipes (salt glazed ware) set in cement mortar of nominal bore 150 mm | | 10 | RM |
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| 43 | 43 | Demolition of brickwork or stone/boulders/block masonry, built in cement mortar including all quoins, arches, pillars, ashlar facing, dressed stonework, precast concrete articles and precast concrete block walling etc. Complete all as specified and directed. | | 0.92 | Cum |
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| 44 | 44 | M & L PCC 1 : 3 : 6 Type C2 ( 40 mm graded aggregate) as in foundation and mass concrete. complete all as specified and directed. | | 2 | Cum |
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| 45 | 45 | M&L stone walling porbandar type block masonary in CM (1:6), brought up to courses, complete all as specified and directed by Engineer - in - Charge. | | 6.6 | Cum |
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| 46 | 46 | M & L Concrete bed 1 : 3 : 6 Type C2 for 150mm bore NP3 drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in | | 20 | Rm |
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| 47 | 47 | S& F 150mm bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars | | 20.76 | Rm |
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| 48 | 48 | M&L for Rendering 15mm thick on stone masonry or concrete surface in cement mortar 1:4,and finished surfaces even and Smooth without using extra cement all as specified and as directed. | | 24 | Sqm |
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| 49 | 49 | M&L for cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) as in manhole slab cover etc, incl necessary formwork complete all as specified | | 0.2 | Cum |
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| 50 | 50 | M&L Cutting into existing manholes for connecting new drains 150mm bore , making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and deforming benching as required all as specified . | | 2 | Each |
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| 51 | 51 | Returning, filling in, including spreading levelling, watering and well ramming in layers n exc 25 cm in soil. | | 10.68 | Cum |
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| 52 | 52 | Removing Excavated rocks exceeding 1.5 KM but not exceeding 5 KM above the starting point and depositing where directed. | | 3.72 | Cum |
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| 53 | 53 | Dismantling old rolling shutters complete including gear box all as specified & directed by Engr-in-charge. | | 4 | Each |
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| 54 | 54 | S&F Steel rolling shutters of thickness 1.25mm, without ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer erected in position as indicated, complete, push pull or gear operated type with bevel gear box and crank handle complete all as specified & directed by Engr-in-charge. | | 95 | Sqm |
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| 55 | 55 | M&L painting in two coats of synthetic enamel paint on steel surfaces of any description, over 10 cm in width or girth not otherwise described, over a coat of red oxide primer including preparation of surfaces, complete all as directed by Engr-in-charge. | | 370 | Sqm |
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| 56 | 56 | S&F safety lever locks mild steel with 4 levers for rolling shutters complete all as specified & directed by Engr-in-charge. | | 8 | Each |
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| 57 | 57 | S&F Ball bearing shutters for rolling complete all as specified & directed by Engr-in-charge. | | 8 | Each |
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| 58 | 58 | S&F for framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 all as specified and directed. | | 3200 | Kg |
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| 59 | 59 | S&F 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, length of bolt exc 22.5cm and n exc 30cm long, diameter of neck in 11 to 15 mm all as specified and directed. | | 16 | Kg |
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| 60 | 60 | S&F 1.25 mm thick plain, black, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) welded to framed structure complete all as specified & directed. | | 20 | Sqm |
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| 61 | 61 | S & F Continuous (piano) hinges, with width of flaps (when open) is 40mm, mild steel, bright finish or electrogalvanized complete all as specified & directed. | | 6 | RM |
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| 62 | 62 | Providing, cement concrete type B1,1:2:4, (12.5 mm aggregate) in copings and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified & directed. | | 1 | Cum |
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| 63 | 63 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,in hard/dense soil including removing of soil all as specified & directed by Engr-in-charge. | | 18 | Each |
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| 64 | 64 | M&L for PCC Type C2 1:3:6 (40 mm graded aggregate) in posts all as specified & directed by Engr-in-charge. | | 2 | CuM |
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| 65 | 65 | S&F 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 all as specified & directed by Engr-in-charge. | | 95 | SqM |
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| 66 | 66 | S&F Pre- painted galvalume aluminum zinc coating GI based steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in flashings made to shape of plain sheet (junction) of wall cladding) and lower roof on annexe, fixed with self tapping screws complete all as specified & directed by Engr-in-charge. | | 8 | SqM |
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| 67 | 67 | Point wiring complete with PVC insulated, unsheathed cable, 1100 volts grade with multistranded copper conductor of 2.5 sq mm (FRLS) drawn through and including PVC casing and capping of suitable size fixed on wall including PVC insulated unsheathed multistranded copper conductor of size 2.5 sq mm (FRLS) as earth continuity conductor and connecting to common earth dolly all as specified for switch socket outlet 3 pin 5 amps | | 8 | Per Point |
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| 68 | 68 | Point wiring complete with PVC insulated, unsheathed cable, 1100 volts grade with multistranded copper conductor of 4 sq mm (FRLS) drawn through and including PVC casing and capping of suitable size fixed on wall including PVC insulated unsheathed multistranded copper conductor of size 4sq mm (FRLS) as earth continuity conductor and connecting to common earth dolly all as specified for switch socket outlet 3 pin 15 amps all as specified and directed. | | 15 | Per Point |
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| 69 | 69 | S & F switch socket outlet multipurpose 3 pin 15 Amps suitable for inserting 3 pin 5 Amps & 3 pin 15 Amps plug top complete all as specified and directed. | | 23 | Each |
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| 70 | 70 | Supply and fixing 5 Amps 30 A connector complete all as specified and directed by Engr-in-charge. | | 10 | Each |
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| 71 | 71 | Supply and fixing 3 Pin 15 A connector complete all as specified and directed by Engr-in-charge. | | 12 | Each |
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| 72 | 72 | Supply and fixing 3+2 Pin 20 A connector complete all as specified and directed by Engr-in-charge. | | 2 | Each |
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| 73 | 73 | Supply and fixing 3 Pin 20 A connector complete all as specified and directed by Engr-in-charge. | | 2 | Each |
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| 74 | 74 | Supply and fixing 3 Pin 30 A connector complete all as specified and directed by Engr-in-charge. | | 10 | Each |
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| 75 | 75 | Supply and fixing changeover switch 125 Amps including box cover of suitable size complete all as specified and directed by Engr-in-charge. | | 1 | Each |
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| 76 | 76 | Supply and fixing DC 3 Pin NATO plug tops (Female) complete all as specified and directed by Engr-in-charge. | | 1 | Each |
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| 77 | 77 | Supply and fixing AC 3 Pin NATO plug tops (Female) complete all as specified and directed by Engr-in-charge. | | 1 | Each |
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| 78 | 78 | Supply and fixing DC 3 Pin NATO plug (male) complete all as specified and directed by Engr-in-charge. | | 1 | Each |
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| 79 | 79 | Supply and fixing AC 6 Pin NATO plug (male) complete all as specified and directed by Engr-in-charge. | | 1 | Each |
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| 80 | 80 | Supply and fixing MCCB 125 Amps 16 KA complete all as specified and directed by Engr-in-charge. | | 4 | Each |
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| 81 | 81 | Supply and fixing in repair TPN DB's 8 way vertical type 415 V, double door suitable for housing of 100/125 Amps MCCB as main incoming complete all as specified and directed. | | 2 | Each |
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| 82 | 82 | Supply and fixing in repair TPN DB's 4 way vertical type 415 V, double door suitable for housing of 100/125 Amps MCCB as main incoming complete all as specified and directed. | | 2 | Each |
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| 83 | 83 | S & F MCB 4P-32/40 Amps complete all as specified and directed. | | 15 | Each |
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| 84 | 84 | S & F MCB DP-32 Amps complete all as specified and directed. | | 20 | Each |
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| 85 | 85 | M&L for chemical earthing with copper plate electrode 90cm x 60cm x 5 mm thick buried directly in ground (earth pit not less than 2.25m deep below normal ground level) connected to copper strip 32 x 6 mm by means of copper nuts, bolts and washer, earth lead connected to eqpt as directed, earth plate surrounded with adequate quantity of charcoal dust mixed with common salt to a packed thickness of 15 cm all around the plate including necessary earth work, PCC chamber and reinforced PCC cover made by PCC 1:3:6 type C-1 as in pit chamber and RCC pit cover 50 mm thick precast RCC 1:2:4 type B-1 duly reinforced with 6mm dia MS bar at 150mm c/c both ways with 10 mm dia MS round bar as handle, 20 mm bore GI pipe medium grade for watering and 50 mm dia GI pipe light grade for protection of earth lead with funnel, wire mesh etc with and including testing complete all as specified and as shown in electrical plate No 4 of MES sch Part I complete all as specified and directed.Note :- (a) 7.5 RM copper earth strip including 50 mm dia GI pipe light grade is deemed to be included in quoted rates, beyond 7.5 RM strip shall be measured and paid separately.(b) Earth resistance of earth pit should be less than 0.5 ohms on testing after completion. If the desired earth resistance is not obtained the earthing will be redone at no extra cost.(c) Rate quoted by the tendered is deemd to include salt and charcoal upto and above 450 mm top of copper plate and putting in MGSO4 100 kg additional in above material. | | 4 | Each Job |
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| 86 | 86 | S&F Earthing continuity Copper strip 20 x 3 mm or main earthing lead fixed to wall with clamps or recess or croses or buried in ground or drawn in conduits/pipe or fixed to poles or any other indicated situation for loop earthing etc as required all as specified and directed by Engr-in-Charge. | | 100 | RM |
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| 87 | 87 | S & F in repair sub main wiring for circuit of size 10 sq mm 2 core (FRLS) along with earth wire of 10 sq mm single core of FRLS PVC insulated unsheathed cable, 1100 volts grade with multistranded copper conductor including PVC conduit of suitable size complete all as specified and directed by Engr-in-Charge. | | 50 | RM |
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| 88 | 88 | S & F in repair sub main wiring for circuit of size 6 sq mm 2 core (FRLS) along with earth wire of 6 sq mm single core of FRLS PVC insulated unsheathed cable, 1100 volts grade with multistranded copper conductor including PVC conduit of suitable size complete all as specified and directed by Engr-in-Charge. | | 90 | RM |
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| 89 | 89 | S & F in repair sub main wiring for circuit of size 2.5 sq mm 2 core (FRLS) along with earth wire of 2.5 sq mm single core of FRLS PVC insulated unsheathed cable, 1100 volts grade with multistranded copper conductor including PVC conduit of suitable size complete all as specified and directed by Engr-in-Charge. | | 50 | RM |
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