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| 1 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, complete all as specified and directed. |
| 2 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift exceeding 1.5m and upto 3m, complete all as specified and directed. |
| 3 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift exceeding 3m and upto 4.5m, complete all as specified and directed. |
| 4 | Earth work in excavation in trenches n exc 1.5m wide and n.exc 1.5m in depth and getting out in hard / dense soil including removal of soil to adistance not exc. 50m complete all as specified and directed. |
| 5 | Earth work in excavation in trenches n exc 1.5m wide and n.exc 1.5m in depth and getting out in soft / loose soil complete all as specified and directed. |
| 6 | Earth work in excavation in trenches n exc 1.5m wide and exc 1.5m and vn exc 3m in depth and getting out in soft / loose soil complete all as specified and directed. |
| 7 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick, watering, ramming/rolling and finishing to required size, shape,etc., n exc. 1.5m high from base complete all as specified and directed. |
| 8 | Returning, filling in, soil, including, spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. |
| 9 | Removing excavated soil to a distance n.exc. 50m, depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed. |
| 10 | Removing excavated soil to a distance exc. 50m and not exc.100m, depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed. |
| 11 | Soil stabilisation of subgrade soil by uniform mixing of cement OPC 43 grade @ 5% cement by weight of soil (Percentage of cement required for blending to be given in mix design). Item shall include pulverisation of soil, spreading of cement, blending mix by tractor towed rotator, addition of water / drying of mix to required moisture content and compaction using suitable vibratory roller to required 95% maximum dry density, complete all as specified and directed. Provisions of IRC SP:89-2010 be referred to for this item. |
| 12 | Material and labour for Broken stone or boulders in Hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 13 | Material and labour for Hardcore of broken stone or boulders of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surfacecomplete all as specified and directed. |
| 14 | Use and waste of formwork rough finished to sides of concrete foundations, footings, bases of columns, raft ad raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to battercomplete all as specified and directed. |
| 15 | Use and waste of formwork rough finished to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, butressess etc., vertical or to batter complete all as specified and directed. |
| 16 | Use and waste of formwork fair finished to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, butressess etc., vertical or to batter complete all as specified and directed. |
| 17 | Use and waste of formwork fair finished square / rectangular / polygonal to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed. |
| 18 | Use and waste of formwork fair finished to faces of flat slabs, soffits of suspended slabs, such as roof slabs, floor slabs, landings and similar work exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed. |
| 19 | Material and labour for TMT steel bars, Fe-500D / Fe-550 / Fe-550D grade, 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 and directed. |
| 20 | Material and labour for TMT steel bars, Fe-500D / Fe-550 / Fe-550D grade, 6mm to 8mm 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 and directed. |
| 21 | Supply and fixing PVC (SWR) pipes, 110mm bore, single socketed, in any length with rubber ring joints, laid in weep holes of retaining wall complete all as specified and directed. |
| 22 | Supply and fixing PVC (SWR) pipes, 75mm bore, single socketed, in any length with rubber ring joints complete all as specified and directed. |
| 23 | Material and labour for M30 concrete using 20mm graded stone aggregates as in foundations, including rafts, footings, foundation beams, plinth beams, bases of columns etc., basement slabs, under reamed piles and mass concrete complete all as specified and directed. |
| 24 | Material and labour for M30 concrete using 20mm graded stone aggregates as in retaining walls, ballast walls and the like any thickness above top of footings including attached pilasters and butressescomplete all as specified and directed. |
| 25 | Material and labour for M30 concrete using 20mm graded stone aggregates as in columns, pillars, piers, posts and struts complete all as specified and directed. |
| 26 | Material and labour for M30 concrete using 20mm graded stone aggregates as in slabs, supported on walls, beams and column in floors, roof, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 27 | Material and labour for hand packing (any thickness) broken stone or boulders at back of walls over arches etc., and raising (or lowering) to the required level complete all as specified and directed. |
| 28 | Material and labour for preparation of walls and applying two coats of weather proof (exterior emulsion) paint over a coat of primer complete all as specified and directed. |
| 29 | Rolling and consolidating formation surfaces using power roller exc. 8tonnes but n.exc.12 tonnes in cutting complete all as specified and directed. |
| 30 | Material and labour for Soling (or sub base) 200mm, spread thickness with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. |
| 31 | Material and labour for Water bound macadam, 150mm compacted thickness in two layers of 75mm thick each, with granite coarse aggregate of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, interstices filled,rolled and consolidated to gradient and camber requiredcomplete all as specified and directed. |
| 32 | Preparing WMM / WBM surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc., complete all as specified and directed. |
| 33 | Material and labour for applying evenly a priming/tack coat with bituminous primer at 10kg per 10 sqm using paving bitumen complete all as specified and directed. |
| 34 | Material and labour for Premix bituminous macadam using 4% bitumen binder (VG-30) per cum using graded stone aggregate of grading -2 (63mm to 40mm), spread by means of self propelled mechanical paver, rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. |
| 35 | Preparing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc., complete all as specified and directed. |
| 36 | Material and labour for applying evenly a priming/tack coat with bituminous primer at 5kg per 10 sqm using paving bitumen complete all as specified and directed. |
| 37 | Material and labour for Bituminous premix asphaltic semi dense concrete 40mm consolidated thickness with 5.5% binder (VG-30) per cum content by weight of total mix, spread by means of self propelled mechanical paver, rolled and compacted to required camber and gradient complete complete all as specified and directed. |
| 38 | Material and labour for 100mm thick (spread thickness) filled with moorum / red bajri as in road side berms, spread, rolled and compacted to required camber and gradient ussing power roller of capcaity 8tonne to 12tonne complete all as specified and directed. |
| 39 | Material and labour for cement concrete 1:3:6, type C2, using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. |
| 40 | Material and labour for cement concrete 1:4:8, type D2, using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. |
| 41 | Material and labour for PCC 1:2:4, type B1, using 20mm graded stone aggregate as in kerb stones, roof kerbs or mud stops including weathering, slightly rounded, chamfered angles and throating including formwork etc., complete all as specified and directed. |
| 42 | Material and labour for PCC 1:3:6, type C2, using 40mm graded stone aggregate as in surface channels and drains complete all as specified and directed. |
| 43 | Material and labour for PCC 1:3:6, type B1, using 20mm graded stone aggregate as in coping including necessary formwork complete all as specified and directed. |
| 44 | Material and labour for preparation of surfaces and applying 2.5mm thick thermo plastic road marking paint conforming to BS-3262-1989 with special applicator machine for painting lines, dashes, arrows, letters, etc., on roads, pavements and the like exc.10cm wide with white or golden yellow complete all as specified and directed. |
| 45 | 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 incl MS stud of suitable size as per manufacturer\"s instructions complete all as specified and directed. |
| 46 | Material and labour for Manufacturing 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 all as per Sketch \"A\" enclosed to tender, 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 IRC67:2001, 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 35x35x5mm 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 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 all as specified and directed. |
| 47 | Material and labour for 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 B1complete all as specified and directed. |
| 48 | Material and labour for Manufacturing, supplying and fixing retro reflective Overhead informatory road signage and boards 1.2m x 0.9m, all as per Sketch \"B\" enclosed to tender, 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 ASTM D-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 all as specified and directed. |
| 49 | Material and labour for Pre-cast cement concrete block masonry with solid blocks, type C1 (1:3:6), using 20mm graded stone aggregate , exc. 10cm in width and setting in cement mortar 1:4, complete all as specified and directed. |
| 50 | Material and labour for rendering 10mm thick using cement mortar 1:4 on fair faces of brick work or concrete surfaces and making the surface even and smooth without using extra cement complete all as specified and directed. |
| 51 | Material and labour for Granite of 20mm thick of approved colour (of any type) work (table rubbed and polished) in steps, jambs, pillars over and including backing / bedding 15mm in cement mortar 1:4 including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed. |
| 52 | Supply and fixing Framed work such as grills, gratings, etc., with ends of barsshouldered 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 conforming to Fe-290,Gde E-165 complete all as specified and directed. |
| 53 | Material and labour for preparation of surfaces of new steel surfaces of any description over 10cm width or girth, not otherwise described with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 54 | Material and labour for Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 (9metre long)complete all as specified and directed. |
| 55 | Supply and fixing LED street light fitting 1 x 60Watt 230 V 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 66 protection complete all as specified and directed. |
| 56 | Supply and fixing LT junction box for street light, sheet moulding compound (SMC) type with hinged type door and locking arrangement off white colour of 130 x 180 x 77mm(internal) make HENSEL comprising 6 Amp MCB 01 No. bakelite base neutral link and 01 No. earthing terminal lugs including fixing arrangements complete all as specified and directed. |
| 57 | Supply and fixing medium grade GI pipe bracket 40mm bore of length not less than 1.20m bent to shape and fixed to poles / wall with two No. MS flat clamps etc., duly painted with two coats of aluminium paint over a coat of zinc chrome primer complete all as specified and directed. |
| 58 | Material and labour for XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 10sqmm 4 core complete all as specified and directed. |
| 59 | Supplying and fixing sheet metal enclosure of timelite distribution board of 32A, 3pole / 230V with Astronomical time switch of make Indo Asian Cat No. TDA-45163 or equivalent make complete all as specified and directed. |
| 60 | Supply and fixing amp rating 240V, 10KA \"C\" curve miniature circuit breaker (MCB) of single pole and current carrying capacity 32 Amp in the MCB DB complete with connection testing and commissioning complete all as specified and directed. |
| 61 | Supply and fixing post top lantern LED type 20 watt 230 watt volts AC outdoor type with decorative post top for 360 degree indirect light IP 65 protectionwith impact and corrosion resistant complete with driver and lamp complete complete all as specified and directed. |
| 62 | Material and labour for Earthing complete with Galvanized steel earth plate electrode of size 600x600x6mm thick buried directly in ground with earth pit not less than 2.25m deep below the normal ground level with top edge of plate not less than 1.5m below normal ground level, earth plate surrounded from all sides by 15cm thick and packed layer of charcoal dust and common salt filling in alternate layers and electrode connections by GI earth lead 32 x 6mm, connected by means of bolts, nuts, check nuts and washers of Galvanized iron or steel all as shown in electrical plate No. 3 of SSR Part-I connected to earthing test point all as specified or indicated including testing on completion anddirected.[Note: The unit rate shall be deemed to include for excavation & earth work in any type of soil, PCC (1:3:6) type C1 chamber, RCC 1:2:4, Type B-1 cover 50mm thick reinforced with 6 Nos 8mm dia TMT bars on both ways, MS handle 12mm dia, CI funnel and wire mesh, GI watering pipe 20mm dia medium grade for watering, GI protection pipe light grade 15mm dia, earthing lead upto 7.5m complete all as directed] |
| 63 | Supply and fixing GI pipe light grade of size 32mm bore for protection of cable complete all as specified and directed. |
