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| 1 | Excavation in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in any type of soil, complete all as specified and directed. |
| 2 | Excavation over areas, n.exc 1.5 m deep and getting out in any type of soil complete all as specified and directed. |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25Cm thick, complete all as specified and directed. |
| 4 | Removing excavated materials/ soils, not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed. |
| 5 | PCC 1:3:6 (nominal mix) type C-2 (using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete complete all as specified and directed. |
| 6 | PCC 1:4:8 (nominal mix) type D-2 (using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete complete all as specified and directed. |
| 7 | Precast Cement concrete 1:3:6 (nominal mix) type C-1 (using 20mm graded crushed stone aggregates) as in bond stone , set in CM 1:6, complete all as specified and directed. |
| 8 | Plain cement concrete 1:2:4 ( nominal mix ) type B-1 (using 20mm graded crushed stone aggregates) as in cement concrete in roof kerbs or mud stops, rounded or chamfered on edges, lintels upto 1.5m clear span, cills, steps; seismic and other similar ands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork where required complete all as specified and directed. |
| 9 | Walling of random rubble stone masonry uncoarsed, well bonded bedded and soilidly hearted built in CM 1:6, complete all as specified and directed. |
| 10 | Brick work with old size fly ash bricks, class 7.5, straight or curved on plan exc. 6 metre mean radius built in cement mortar 1:6 (01 cement : 06 coarse sand) all as specified & directed. |
| 11 | Extra over stone walling of granite, trap or basalt stone for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface not exc 20 mm, complete all as specified & directed. |
| 12 | Hand packing (any thickness), of broken stone or boulders at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified. |
| 13 | Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:3, complete all as specified. |
| 14 | Rendering cement plaster 15mm thick in cement mortar 1:4 (1 cement : 4 coarse sand) in two layers (10mm thick first layer and 5mm thick second layer) on fair faces of brick wall or on concrete surfaces, surface finished even and smooth without using extra cement, all as specified. |
| 15 | Two coats of white wash on newly plastered or un plastered, previously undecorated walls surfaces including preparation of surfaces complete, all as specified. |
| 16 | Low density polyethylene pipes (LDPE) of pressure rating 6 kgf/sqcm , fixed in retaining wall weep hole complete all as specified & directed. |
| 17 | Rolling and consolidating formation surfaces in cutting with 8 to 12 tonne power roller, including filling in soft spots, depressions, etc. which occur during rolling (for portion coming in cutting/original ground only) to required camber and gradient, etc. including watering before or during rolling, all complete all as specified and as directed . |
| 18 | 150mm thick (Spread thickness) , Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber with 10 to 12 tonnes power roller,complete all as specified. |
| 19 | Water bound macaadam 150mm thick (Compacted thickness), in two layers, laid with coarse aggregate of grading 2 (63mm to 40 mm size) or of grading 3 (50 to 20mm size),using Granite, trap or Basalt of best quality locally available spread and rolled with 10 to 12 tonnes power roller, consolidated to required gradient and camber, complete all as specified. |
| 20 | Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally the cleaned surfaces with power sweeper or compressor to remove all loose dirt etc, applying evenly a priming/ tack coat with bituminous primer using paving bitumen @ 10 kg per 10 sq metre of road surface, laying bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% bitumen binder content by weight of total mix using as per table 500-15 of Morth, rolled and compacted to required camber and gradient with 8 to 10 tonne vibrator power roller, complete all as specified and directed. Note:- Bituminous premix semi dense asphaltic concrete shall be mixed in automatic temperature controlled hot mixing plant, transported and premix carpet shall be laid in single layer with self propelled mechanical paver, rolled with vibrator roller. |
| 21 | Preparing bituminous/concrete surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements using hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 mixed with radium glass beads @ 250gm/ Sqm with special applicator machine to provide reflectivity and night vision (approx temp being 200°C at the time of laying) including cleaning the surface of all dirt, dust and other foreign material complete all as specified. Note:- Road marking lines at the centre of road shall not be continuous, whereas the lines at outer sides of road shall be continuous i.e in one length. |
| 22 | Continuous brick edging; with width equal to thedepth of the brick, laid dry, on end verticaly, using fly ash bricks, complete all as specified. |
| 23 | Metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed |
| 24 | Cat eye reflective type of metal body alloy of size 90mm x 100mm x 17mm with Shank 50 mm size (Minimum weight 400 gm) with PAMA striplens reflector fixed with and incl MS stud of suitable size as per manufactures instructions., complete all as specified and directed. |
| 25 | Solar stud made out of aluminum alloy shall, having 03 super bright LEDs on each side (100% water proofing design according to 65) ofsize 125mm x 125mm x 25mm (shank 65mm) ofhigh efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with10,000 to 18,000 mcd completed as permanufactures instructions etc. all as specified anddirected |
| 26 | Sand cushioning to protection of underground cables, laid 8 Cm before laying and 15 Cm after laying of cable, and punned to form an overall layer of 18 Cms thick, complete all as specified and directed Note: Punned thickness shall be measured. |
| 27 | Sub class \\"B\\" bricks for covering to cable laid dry flat, with width equal to length of bricks all as specified and directed. |
| 28 | Mild steel galvanised iron tubing light grade for cable protection as in road crossing, along poles, walls, floors, drain of 40mm size fixed with MS clamps, nuts and bolts required complete all as specified and directed. |
| 29 | Steel tubular swaged poles complete with base plate 8mm thick welded with pole, finial taper plug, bolt, nut and screws as specified type 410 SP-31 (9m long) including one coat of red-oxide zinc chrome primer and two coats of aluminium paint on surfaces exposed to view and making 30cm wide strips (total 5 Nos) with yellow and black paint alternately on external surface above PCC benching including numbering with black paint and painting with bituminous paint internally complete and externally for portion embedded in PCC, complete all as specified and directed. Note:- Earth work & excavation and PCC shall be measured and paid under respective Items of BOQ. |
| 30 | 45W LED street light with pressure die-cast housing, toughened glass and secondary lens optics with IP66 ingress protection. Top opening driver cover for easy maintenance. Efficacy upto 120 lm/W. including GI bracket of 32/40mm dia, 1.5 mtr long bent to any shape required as per site and making neccessry connection with 2.5 sqmm copper wire from fitting to pole box all as directed by Engr-in- ChargeMake: Bajaj Cat Part No : ZELA P 54L WH PO TG SD XT or its equivalent in Appx |
| 31 | PVC Conduit 20mm dia from junction box to security light fitting including 1.5 Sqmm copper cable two run phase and neutral fixing with clamps , complete all as specified. |
| 32 | Supply, jointing, fixing or passing through pipe , trenches or ducts, commissioning and testing XLPE insulated screened and PVC sheathed armoured electric power LT cable heavy duty with aluminium conductor nominal cross sectional area 25 sqmm 3.5 core for working voltage upto including 1100 volts conforming to IS-7098 (Part-I) 1988 including taking out existing unserviceable cable, complete all as specified and as directed. |
| 33 | Supply, jointing, fixing or passing through pipe , trenches or ducts, commissioning and testing XLPE insulated screened and PVC sheathed armoured electric power LT cable heavy duty with aluminium conductor nominal cross sectional area 10 sqmm 2 core for working voltage upto including 1100 volts conforming to IS-7098 (Part-I) 1988 including taking out existing unserviceable cable, complete all as specified and as directed. |
| 34 | Cable Junction box, made out of thermoplastic , halogen free, weather free with metric knock outs for cable entry including four/ five pole terminals and cable entry glands for incoming, outgoing and connection cable with protection grade IP-66/67 of size 205x255x 112mm and suitable for LT under ground cable any size/capacity including bracing clamp, bolts , nuts and washers , complete all as specified. |
| 35 | Supply, installation, testing and commisoning of factory made LT panel feeder board made out of CRCA sheet 3.15mm thick, outdoor type, totally enclosed with front opening hinged doors with canopy sloped top projected and floor mounted , weather and water proof as per IS-8623 with necessary locking arrangement including painting with two coats of synthetic enamel paint over a coat of red oxide primer, complete including aii internal electric connections to accmodate following :- (a) MCCB 100 Amp 4 Pole, 25 KA -01 No. (incoming)(b) MCCB 63 Amp 4 Pole, 25 KA -02 No. (outgoing)(c) Aluminium Bus Bar(d) LED phase indicator lamp (Qty- 01 set of three) (e) Timer, single phase, 230 Volts, 20 Amp |
| 36 | Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6 mm thick buried directly in ground (earth pit not less than 2.25 metre deep below normal ground level) with top edge of plate not less than 1.5 metre below ground level, connecting to galvanised iron strip 32X6 mm size (as earth lead strip), by means of bolt, nuts, check nuts and washer of galvanised and earth wire protected by provision of galvanised iron pipe light grade, 40 mm bore including provn of concrete pit in plain cement concrete M-15 type B-1 using 20mm graded crushed stone aggregates with 40mm thick cover of rainforced cement concrete M-15 reinforced with XPM (weight not less than 4 kg/Sqm) and frame of angle iron 25x25x3mm with lugs 2 Nos and with 6mm dia mild steel bar handle made to shape, galvanised iron medium grade 20mm bore pipe for watering perforated at bottom 1.75 metre long placed on top edge of earth plate, common salt and charcoal filling, test point made out of phosphorous bronze with fixing arrangement, funnel, wire mesh and including earth work in any type of soil, returning filling in and removal of surplus soil to a distance not exceeding 50 metre, all as per electrical plate No. 3 of SSR 2009 Part-I and connection to earth test point all as specified and testing on completion. Please Enable Macros to View BoQ information |
