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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, any kind of soilcomplete all as directed by Engineer-incharge. |
| 2 | Removing excavated material exc. 250 m but n exc. 500m and depositing where directed complete all as specified and directed. |
| 3 | Rolling and consolidating formation surfaces in cutting using 8 to 12 tonne power roller complete all as specified and as directed. |
| 4 | M & L for GSB 150 mm thick with Shingle or gravel filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed. |
| 5 | M & for Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75mm each, grading as per table 400-13 of MoRTH specifications for road and bridge works 2013manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular with sensor paver and rolling with 80 - 120KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per table 900-1 of MoRTH specifications for road and bridge works 2013. |
| 6 | M & L for preparing WMM surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming / tack coat with bituminous primer at 10 Kg per 10 square meter using paving bitumen complete all as specified and as directed. |
| 7 | M & L for labour for premix bituminous macadam(Design Mix) with minimum 40-60 TPH bach type HMP using crushedstone aggregates of specified grading, premixed with VG-30 bituminous binder @ 4% by weight of total mix and cement as a filler, transporting the hot mix to work site, laying with a hydrostatic paver finished to the required grade, level and alighnment, rolling with smooth wheeled, vibratory and tindem roller to achieve the dezire compaction as per MORTH specification clause no 505 complete in all respects, (consolidated thickness 75 mm or less) etc, complete all asspecified and as directed. |
| 8 | M&L Bituminous premix semi dense asphaltic concrete, 40mm consolidated thickness with 5.5% binder content by weight of total mix by usingPaving bitumen (VG-30 grade) as in semi dense asphaltic concretemixed in hot mix plant, rolled with 8 to 10tonne power roller and compacted to required camber and gradientcomplete all as specified and asdirected. |
| 9 | M&Lfor 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 all as specified and asdirected. |
| 10 | M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like exe 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 manufaecturers instruction complete all as specified and as directed. |
| 11 | Supply and fixing cat eye solar reflective 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 includingMS stud of suitable size as per manufactures instructions complete all as specified and as directed. |
| 12 | M&L for PCC (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) as inbedto drain pipes of dia 300mm including packing under, and complete sourrounding pipes with concrete after they are laid and testedcompleteall as specified and as directed. |
| 13 | Material and labour for300 mm internal dia RCC NP2 class pipe laid in trenches jointed with collar inCM (1:1) and tested completeall as specified and as directed. |
| 14 | Supply and fixing metal tubular delineator 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 as directed |
| 15 | Manufacturing, supplying and fixing retro reflective Overhead informatory road signage and boards, made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTMD-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification anddirection of the engineer-in charge completeall as specified and as directed.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). |
| 16 | Manufacturing, supplyingand fixing retro reflective Cautionary/ warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message(bi-lingual), symbols and borders etc.as per IRC; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistantmeasures, mounted and fixed with 2 Nos. M.S. angles of size 35 x 35 x 5 mm to a vertical post made up to M.S. Tee section ISMT 50 x 50x 6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge completeall as specified and as directed. |
| 17 | Manufacturing, supplying and fixing retro reflective Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint ofrequired shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge completeall as specified and as directed. |
| 18 | Material and labour for preparation of newly plasteredconcrete /masonry surfaces and applying two coats of synthetic enamel paints over a coat of primer, exceeding 10cm girth or width complete all as specified and as directed |
| 19 | Material and labourfor Moorum/red bajri fillingas asin road berms or paving’s as in berms, laid in layers n exc. 15 cm thick, spread, levelled and rammed including wateringcomplete all as specified and as directed. |
| 20 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed. |
| 21 | Removing surplus excavated soil to a distance not exc 50 Mt & depositing where directed at a level not exc 1.5 Mt above the starting point complete all as specified and as directed. |
| 22 | M&L forbroken stone or boulders asin hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 23 | M&L for 100 mm thick cement concrete (1:4:8)type D-2 (using 40mm graded crushed stone aggregate) as in sub base or sub floors finishing the surfaces even and rough to receive the topping layer complete all as specified and as directed. |
| 24 | M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed.( Note :- Sand bedding layer will be measured andpaid seperately as supplying and laying). |
| 25 | M&L for 50 mm thick sand filling with sand cushioning for laying of inter locking paver blocks into the sand bedding layer, filling the joints with sand complete all as specified and directed. |
| 26 | M&L forProviding, 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 all as specified and as directed. |
| 27 | M&L for cement concrete (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling,foundation for poles,stay assembly and mass concrete complete all as specified and as directed. |
| 28 | M&L PCC(1:3:6) type C2 as in bedto drain pipes 450mm diaincluding packing under, and haunching against the sides of pipes after they are laid and tested completeall as specified and as directed. |
| 29 | Material and labour for450 mm internal dia RCC NP2 class pipe laid in trenches jointed with CM (1:1) and tested complete all as specified and as directed. |
| 30 | M&L for pre-cast cement concrete(1:3:6) type C1 as inblock masonry with solid blocks, exc. 10 cm in width of set in CM (1:6)complete all as specified and as directed. |
| 31 | M&Lfor PCC (1:3:6) type C-1 (using20 mm graded crushed stone aggregate) as incoping including weathering, slightly rounded or chamfered angles and throating, as directed including necessary form work complete all as specified and as directed. |
| 32 | M&L 10 mm thick rendering in cement mortar (1:4) on fair faces of brick work or concrete surfaces, rendering finished even and fair complete all as specified and as directed. |
| 33 | M&L for preparation on newly plastered / previously untreated surfaces of wall and applying two coats of cement base paint over a coat of primer complete all as specified and as directed. |
| 34 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as directed. |
| 35 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed. |
| 36 | M & L for rendering 10mm thick in CM (1:6)on concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed. |
| 37 | Extra for forming fair finished drain channel 45cm inner girth cement concrete using extra cement forms mold etc complete all as specified and as directed. |
| 38 | M&Lfor PCC (1:2:4) type B-2 (using40 mm graded crushed stone aggregate) as insurface channels, as directed and necessary form work complete all as specified and as directed. |
| 39 | S & Lfor XLPE insulated, screened, PVC bedded, galvanised steen strip or wire armouned power cables (heavy duty) of aluminium conductor, 1100 volts grade, cross sectional area 35 Sqmm, 3.5core laid in trenches / wall complete all as specified and as directed. |
| 40 | S & L forXLPE insulated, screened, PVC bedded, galvanised steel strip or wire armouned power cables (heavy duty) of aluminium conductor, 1100 volts grade, cross sectional area 16 Sqmm 4 core laid in trenches complete all as specified and as directed. |
| 41 | M & L forexcavation in trenches in hard/dense soil not exc 1.5 mtr wide and not exc 1.5 mtr in depth for laying of cables/errection of pole etc complete all as specified and as directed. |
| 42 | S&Lfor HDPE pipe,PN-10, 50 mm dia with all fittings fixed complete on walls, poles, laid under floors or in trenches as cable protection works (including necessary clamps, bolts, nuts, etc.,) as specified for 50 mm bore pipe complete all as specified and as directed. |
| 43 | Supply and errectionof Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 (9 metres long)complete all as specified and as directed. |
| 44 | Supply and fixing ofmoulded (FRP) junction boxwith IP 65 protection of size 300x200x80mm with 32 Amp 4 way heavy duty terminal block with 6 Amp MCBSP and two number of cable entry gland of standard size with suitable MS bracket to fix with poleincluding taking down of existing one complete all as specified and as directed. |
| 45 | S&F Bracket made out of GI tubing medium grade 32mm bore, approx length 1.2 m long including MS clamps made out of MS flat iron 25 x 6 mm, nuts, bolts, washers etc and includingapplying two coats of aluminum paintover a coat of red oxide primer including removing the old existing GIbracket from bldg complete all as specified and as directed. |
| 46 | S / Ffor street light fittings suitable for LED Light fitting with lamps 90watts complete fixed on pole completeall asspecified and as directed. |
| 47 | M & L for earthing complete with galavnized steel earth plate electrode 600mm x 600mm x 6mm thick buried directly in ground vertically to a depth not less than 2.25 meter below ground level with top edge of earth plate at a depth not less than 1.5 mtr connected to and incl galavnized iron wire of 4 mm dia as earth lead up to 7.5 mtr long by means of nuts, bolts, thimbles, check nuts and washer etc made of galavnized iron connected to earthing test point through protection pipe light grade of 20 mm dia all as shown in electrical plate No 3 of SSR Part - I 2009 and as specified or indicated and testing on completion incl earth work and excavation in any type of soil PCC (1:3:6) type C 1 chamber, pre cast slab 40mm thick in cement concrete (1:2:4) type B 1 with 8 mm dia MS bars reinforced at 10 cm centre to centre both ways including funnel with watering pipe of 20 mm dia medium grade ,wire mesh and lugs, incl test point includingcable connected with suitable size copper lugs complete all as specified and as directed. |
| 48 | M&L for Earthing (Feeder pillar box) complete with galvanized steel earth plate electrode 60cmX60cmX6 mm thick buried in ground vertically to a depth not less than 2.25 metre below normal ground level, normal with top edge of earth plate not less than 1.5 metre below normal ground level, earth plateconnected to a galvanised earth lead strip 32x 6by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No.3 of MES SSR Part-I (2009) connected to earth test point all as specified or indicated including testing on completion with and including 15 mm bore light grade GI protection pipe 7.5 meters long for earth including PCC (1:2:4) pit with pre cast RCC (1:2:4) type B1 cover 40 mmthick reinforced with 6mm dia MS bars @ 100mm both ways with lifting hook made out of 6mm dia MS bars watering arrange,ent with funnel wire, commonsalt and charcoal filling, necessary excavation and earth work in any type of soil complete all as specified and as directed. |
| 49 | S & F2 runs of PVC insulated 2.5 sqmm single core multistranded copper conductor cable and one run of2.5 sqmm copper wire as earth continuity conductor drawn throughin and includingPVC cable from FRP Box to street light with suitable sizes of clamps & connecting up completeall as specified and as directed. (Note: Two runs of cable and one run of earth wire and one run of conduit shall be measured as one length.) |
| 50 | Horizontal trenchless bore drilling using mechanical pneumatic drilling using mechanical pneumatic drilling equipment for passing and including cost of HDPE pipe of 80 mm dia suitable for 0.4 mpa working pressure hard standing, depth ramgel not less than 0.75mand up to 1.0 m and making good to disturbed surface of road all as specified and as directed.( Note: unit rate deemed to be including cost of deposit and taking permission from civil authorities.) |
| 51 | Supply, installtion,testing andcommisioning of LT panel, Outdoortype, platform mounted, totally enclosed, dust and vermin proof, openablefrom both front and rear side, made out of 3.15 mm thick CRCA sheet complete including inner chambers/partitions to mount the following electrical accessories and built upon 50x50x6mm angle iron frame work, having front & rear hinged doors, lifting lugs (2 Nos), provision for earth strip connection, bottom detachable gland plates, connecting using suitable size of zinc plated and passivated nut, bolts and washers. The cabinet & all members should be chemically treated with anti-corrosive chemicals and apply spray paint with two coats of synethetic enamel paint over a coat of red oxide primer complete all as specified and as directed.The internal connection of MCCB should be provided with Aluminium strip of suitable size and necessary grouting/ foundationcomplete all as required at site andincluding comprisingof the following acessories :- |
| 52 | BUSBARAluminium bus bar system of capacity 200 amp four pole duly colour coded.INCOMER(a) MCCB, 4 poleof capacity 63 amps with breaking capacity of 16 KA . - 01 No.(b) Security light Timer 65A 3 pole /230V analog time switch includingcomplete accessories relay contactor, timeretc.(c) Digital multimeter - 01 No(d) Phase Indicator Lamp RYB with sheds LED Type - 01 Set of three |
