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| 1 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as directed by Engr-in-Charge. |
| 2 | Excavating over areas, not exceeding 1.5m deep and grtting out in hard rock as per directions of Engr-in-charge. |
| 3 | Surface excavation n. exc 45cm deepand averaging 30cm deep and getting out in hard/ dense soil complete all as directed by Engr-in-Charge. |
| 4 | Moorum/ red bajri filling in floors or pavings, laid in layes not exc 15cm thick spread, levelled and rammed including wateringcomplete all as directed by Engr-in-Charge. |
| 5 | Removing of excavated materials(Soils) to a distance n exc 50m and depositing where directed at level n.exc 1.50m above the starting point complete all as specified and directed. |
| 6 | Rolling and consolidating to required gradient and camber of formation surface (Cutting and Filling) of road with8 to 12 Tonne power roller all as specified and directed. |
| 7 | M&L for laying and compacting 150mm thick(compacted thickness)Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH specifications for Road and Bridge works. 2013,in a single layer over compacted sub grade with natural sand ,crushed gravel,crushed stone,crushed slag,or combinetion thereof as per the grading required.The materielad are mechanically mixed,spread and leveling onnthe subgrade by using motor grader of adequate capacity,and rolling with vibratory roller of capacity 80-100 Kn static weight for achieving required compaction densityn of atleast 98% of the maximum Dry Density. Consolideting to required gradient and camber complete all as specified and directedwith finished surfacetolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works ,2013. |
| 8 | M&L for laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) in two layers of 75mm eachgrading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradienand camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 . |
| 9 | M&L for Applying evenly a prime coat of Cationic BitumenEmulsion SS1 confirming to IS: 8887 at a rate ofapplication of 0.7-1 kg/sqm on surface o WMM/WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and and directed. |
| 10 | M&L for Applying evenly a tack coat of Cationic BitumenEmulsion (RS-1) conforming to IS: 8887 at a rate ofapplication of 0.2-0.3 kg/sqm on bituminous surfaceas specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface as specified and directed. |
| 11 | M&L Premix bituminous macadam with paving bitumen VG 30as 4% by weight of total mix laid /rolled and compacted to required gradient and camber (consolidated thickness 75mm ) with 8 to 12 tone power rollercvomplete all as specified and directed. |
| 12 | M&L Bituminous premixed semi-dense asphaltic concrete 40mm thick consolidated thickness with 5.5% binder content by weight of mix,rolled & compacted to required camber and gradient (using paving bitumen VG-30) complete all as specified and directed. |
| 13 | M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. |
| 14 | M & L for preparing bituminous 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 with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. |
| 15 | S&F Vehicle viewing convex mirror 1.0m dia fixed in mild steel pipe complete all as specifcied and as directed. |
| 16 | Supply and fixing 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 thermoplastic 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 |
| 17 | Supply and fixing cat eyereflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions. |
| 18 | Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono crystalline solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed |
| 19 | Manufacturing, supplying and fixing Retroreflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as perdirection of Engineer-in-charge. |
| 20 | M&L for 600mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars |
| 21 | M&L concrete bed to 600mm bore dia of drain pipes including packing under and completely surrounded pipes with concrete after they are laid and tested in PCC(1:3:6) type C2 using 40mm graded stone aggregate. |
| 22 | M& L for sand filling 50mm thick under roads or pavements including watering and consolidation all as specified and directed. |
| 23 | M&L for laying machine pressed precast concrete interlocking paver block with grey cement and pigment of any shape and size conforming to IS 15658-2006 of 80 mm thick M-40 Grade all as specified and directed. |
| 24 | M&L for providing cement concrete type C0 1:3:6 using 12.5mm graded aggregate in cills,steps,sismic and other similar bands,plinth courses,parapets and railing upto 60cm in height,copings,kneelers,apex stones,bed plates , kerbs,water throughs and like incweathering, slightly rounded or chamfered angles and throating ,as directed. |
| 25 | M&L for Hardcore Hardcore of gauge n exc. 63 mm, deposited, spread andlevelled in layers n exc. 15 cm thick, watered and rammed to a true surface all as specified and directed. |
| 26 | M&L for 150mm thick Cement concrete type B-1,1:2:4 (20mm graded aggregate) complete all as specified and directed. |
| 27 | Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound, Grade ‘A’ |
| 28 | M&L for Pre-cast cement concrete block masonry type C1 1:3:6(20mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in mortar,complete |
| 29 | M&L for preperation of new concrete/ plastered surface of any description , not otherwise described and applayng two coat of cement based paint over a coat of chalk whiting complete all as specified and as directed. |
| 30 | Material and labour for Exacavation in trenches not exceeding 1.5 mtr in width and depth and getting out in hard and dense soil all as specified and as directed by Engr-in-charge.Note: The excavation has to be done manually only |
| 31 | All as per item No.30 above but exceeding 1.5 mtr in width and depth and getting out in hard and dense soil all as specified and as directed by Engr-in-charge.Note: The excavation has to be done manually only |
| 32 | Material and labour for Returing and filling in including levelling watering and well ramming into layers not exceeding 25 cm in hard/dense soil. Complete all as specified and directed by Engr-in-charge. |
| 33 | M&L for Spreading riddled earth for cushioning andcovering of the UG cable in trenches all as specified and directed. |
| 34 | Supply and lay PCC un reinforced LT cable cover of size 250 mmx150mmx40mm , class LV type I flat for cable protection complete all as specified and directed. |
| 35 | Supply andlaying LT cable in trench/fixing to walls/pipe/pole with proper saddles, lugs,glands XLPE insulated heavy duly galvanised steel strip armoured LT1100 volt grade with aluminium conductors of size 10 sqmm4 core complete all as specified and directed. |
| 36 | All as per item no. 35 above but size of16 sqmm 4core complete all as specified and directed. |
| 37 | Supply and fix bracketmade out ofGI pipe medium grade, 50 mm dia, 90 cm long for fixing street light with andincludingclamps, nuts, bolts, washer complete accessorie sand applying two coats of oil painting over one coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge. |
| 38 | Earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less\"than 1.5 metres below normal ground level, connected to 32 x 6mm GI strip by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion |
| 39 | Supply and fixCopper cable flexible 1.5 Sqmm 3 core 230 Volts complete all as specified and as directed by Engr-in-charge. |
| 40 | Supply and erectsteel tubular swaged pole type 410SP-31(9 mtr long). complete with CI base plate including 3 coat of bituminious paint for the embeded potion and two coat of aluminium over a coat of redoxide complete all as specified and directed by Engineer-in-Charge. |
| 41 | Supply and fix Time switch panel made out of sheet metal enclosure having IP 54 degree of protection, with in built short circuit protection & digital timer - 01 No. complete with incomer MCB TPNof capacity 40A - 01No and contactor rating 32 A - 01 No. with proper canopy arrangement and should be fixed in using MS channel and PCC foundation with minimum 40Cm clearance from ground level complete. all as specified and directed by Engr-in-charge Make:Havells( SAP code : IHXTS03060) or equivalentas approved by Engr-in-charge. Note: i)cost of excavation and necessary PCC work will be measured and paid separately under relevant item.ii) cost of MS channel required to mount panel is included. |
| 42 | Supply and fixing post top lantern LED type 40 watt 230 watt volts AC outdoor type with decorative post top for 360 degree indirect light IP 65 protection with impact and corrosion resistant complete with driver and lamp complete. |
| 43 | Supply and fixing LED street light fittings 90 watts capacity, 230V AC ,outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete. |
| 44 | Supply and fixGI tubing light grade 40 mm nominal dia including taking down in trench/road/pole for cable protection complete all as specified and directedand directed by Engr-in-charge. |
| 45 | Supply and fix GI tubing medium grade 50 mm nominal dia in trench/road/pole for cable protection .Including cutting of GI pipe at 3m length and making 2nos hole for entry and exit of cable for connecting street light to junction box.complete all as specified and directedand directed by Engr-in-charge. |
| 46 | supply and fix Route indicator for marking of UG cable of any size with cast iron round plate not less than 100 mm dia suitably fitted oniron and embeded with PCC block of size 30 cm x 30 cm x 45 cm complete all as specified and directed by Engr-in-charge. |
| 47 | Supply and fix weather proof street light junction boxes made out of Thermo plastic consisting of 4 nos of connectors of capacity 40 amp 415v and 1no of SP MCB rating 2 AMP 240 V with proper closing arrangement, elmax connector for neutral link including pole mounting clamp with nut bolts. .The box should have two cable entry complete all as specifed and directed by Engineer-in-Charge. |
| 48 | Material and labor formass filling in cement concrete in foundation/coping/wall with PCC 1:4:8 using 40 mm graded aggregate type C2 as site requirement complete all as specified and directed by Engr-in-charge. |
| 49 | Material and labor formass filling in foundation/coping/wall with PCC 1:3:6 using 40 mm graded aggregate type C2 as site requirement complete all as specified and directed by Engr in charge |
| 50 | Material and labor formass filling in foundation/coping/wall with PCC 1:2:4 using 20 mm graded aggregate type B1 as site requirement complete all as specified and directed by Engr in charge |
