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| 1 | M&L for Site clearance by cleaning away all shrubs, grass vegetation, bushes, weed, sapling and trees n exc 30cm girth, measures at a height of one metre above ground level, useful material shall be stacked and rubbish/useless materials disposed off upto a distance outside periphery of the area under clearence and burnt or otherwise disposed off as directed. Roots of trees and saplings shall be removed by digging out roots upto 60cm below the ground level or 15cm below formed in the ground while digging out of roots shall be carefully filled up with earth, well rammed and levelled. Boulders which may interfere with the work shall be removed, after breaking down if necessary complete all as specified and directed. |
| 2 | Surface excavation n.exceeding, 30cm deep and averaging 15 cm deep and getting out in soft/loose soil all as specified and as directed. |
| 3 | Surface excavation n.exceeding,30cmdeep and averaging 15cm deep and getting out in Hard/ dense soil all as specified and as directed. |
| 4 | Surface excavation n.exceeding, 30cm deep and averaging 15 cm deep and getting out in soft disintegrated rock all as specified and as directed. |
| 5 | Excavation over areas 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 all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, all as specified and directed. |
| 6 | Excavation over areas 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 in Ordinary/any type of rock and disposal of excavated earth lead upto 50 m and lift upto 1.5m, all as specified and directed. |
| 7 | Excavation in trenches n. exc. 1.50m wide and n. exc. 1.50m in depth and getting out in hard/dense soilcomplete all as specified and as directed by the Engineer-in-Charge. |
| 8 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick using soil /stone bolders obtained from excavation all as specified and as directed . |
| 9 | Removal of excavated soils to a distance n. exc. 50m and depositing where directed at a level n. exc. 1.50m above the starting point in soils complete all as specified and as directed by the Engineer-in-Charge. |
| 10 | Removing excavated material/soil exc. 1.50 Km but n exc. 5 km and depositing where directed at a level not exc. 1.5 metre above the starting point outside of the boundary wall , all as specified and as directed. |
| 11 | Removing excavated soft/disintegrated rock to a distanceexc. 1.50 Km but n exc. 5 km and depositing where directed at a level not exc. 1.5 metre above the starting point outside of the boundary wall , all as specified and as directed. |
| 12 | Removing excavated soft/disintegrated rock to a distance exc. 1.0 Km but n exc. 1.5 km and depositing where directed at a level not exc. 1.5 metre above the starting point outside of the boundary wall, all as specified and as directed. |
| 13 | Rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne & n.exc 12 tonne over formation surfaces of road complete all as specified and as directed. |
| 14 | Laying and compacting 200 mm thick (compacted thickness) Granular sub base course (GSB) grading as per Grade V as specified Table 900-1of 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 combination thereof as per the grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per table 900-1 of MoRTH specifications for Road and Bridge works, 2013. |
| 15 | M & L for 200 mm thick (compacted thickness) WBM in two layers each layer 100 mm thick with coarse aggregates (Granite trap or Basalt) of grading 1 (90 to 40mm size), each layer spread, rolled with 8 to 10 tonne power roller and consolidated to gradient and camber required of granite trap/basalt, all as specified and as directed. |
| 16 | M& L for preparation of unsurfaced water bound macadam 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 and applying evenly a priming/tack coat with paving bitumen at the rate of 10 Kg per 10 Sqm of road surface,with as specified and as directed. |
| 17 | M & L for laying premixed Bituminous semi dense asphaltic concrete, 40mm consolidated thickness with 5.5% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required gradient and camber and rolled to uniform smooth surface using power roller exceeding 8 tonne & not exceeding 12 tonne all as specified and as directed. |
| 18 | M&L for Continuous brick edging with burnt clay bricks of sub class B; with width equal to the length of the brick; laid dry on edge vertically, all as specified and as directed. |
| 19 | M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines stops lines, dashes, arrows etc and the like n. exc 10cm wide on road pavements with Hot thermo plastic imported road marking material strips confirming to British specification 37621989 with 20% glass beads having reflective index 1.5mm, 75% spherical indigenous or for foundation and having sufficient strength to withstand heavy load without deformation and having softening point 25 to 30, strips in white or golden yellow according to IRC35-1970 complete all as specified and as directed. |
| 20 | M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as specified and as directed. |
| 21 | M&L Moorum filling (Spread thickness 50 mm) in berms along the sides of road spread, levelled and compacted all as specified and as directed. |
| 22 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, n exc. 1.5 m high from base, all as specified and as directed. |
| 23 | Supply only Shingle or gravel including stacking of materials at site. |
| 24 | M&L PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation and mass concrete all as specified and directed. |
| 25 | M & L stone walling of random rubble brought up to courses, well bonded, bedded and solidly hearted built in CM 1:4 complete. |
| 26 | M&L precast cement concrete block built as (Type C1) 1:3:6 (20mm graded aggregate) with C-5 grade solid unit, having density not less than 1800Kg/Cum as per IS 2185 PART I, exc 10 cm in width and and Set in cement mortar 1:4 , all as specified and as directed. |
| 27 | M & L PCC 1:2:4 (20 mm graded aggregate) type B1 in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, 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, and bond stones etc including use of formwork all as specified. |
| 28 | M & L for Keyed pointing to random or polygonal rubble, uncoursed or brought upto course in cement mortar 1:4 all as specified and as directed. |
| 29 | M & L Boulder pitching laid dry hand packed tightly and pitching grouted with cement and sand mortar in 1:6, all as specified and as directed. |
| 30 | M&L for Reinforced concrete pipe 600mm bore ,class NP3, laid and to falls in trenches, etc. on concrete bed or directly on hard ground as indicated and making joints and testing and jointed in cement mortar (1:2) complete with collars, all as specified and as directed. |
| 31 | M&L for Plain cement concrete1:3:6 type C-2 (using 40mm graded aggregate) as in foundation filling/haunching completely surrounding of hume pipe after they are laid and tested and mass concreting all as specified and directed. |
| 32 | M & L for Rendering 10mm thick in cement Mortar 1:4 on fair faces of brick work or concrete surfaces and rendering is to be finished fair and even all as specified and as directed. |
| 33 | M & L for Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc 40 mm Extra over stone walling for hammer dressing to face stones and dressing of face beds of granite of trap stone and joints, as specified, of random rubble walling, uncoursed or brought upto courses. |
| 34 | M & L for PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) in surface channels and drains all as specified and directed. |
| 35 | M & L for rendering 15mm thick on brick work or concrete surfaces in cement mortar 1:4 and rendering is to be finished fair and even without using extra cement all as specified and as directed by Engineer-in-Charge. |
| 36 | Extra for forming fair finished drain or channel 60 cm inner grith in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. all as specified and directed. |
| 37 | 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 manufactures instructions. |
| 38 | 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 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. |
| 39 | Supply and fixing road safety convex mirror made up of polycarbonate reflective and body made up of ABS plastic orange colour of size 100 CM dia fixed with clamps including (1No) MS pipe 75mm dia of length 2.4m duly painted with two coats of synthetic enamel paint s over a coat of red oxide primer including dismantling of old mirror post and embedded in PCC 1:2:4 (using 20mm graded stone aggregate) of size 45cmx45cmx45cm including returning filling and removal of surplus soil complete all as specified and as directed. |
| 40 | Manufacturing, supplying and fixing in repair 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 ctivated 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 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 |
| 41 | Manufacturing, supplying and fixing in 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 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 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. |
| 42 | Supply and fixing Rubber speed breaker of size 500x350x50mm on bituminous road surface with adhesives, insert spikes through speed bump into the drilled holes and tightened with washers and nuts etc complete. |
| 43 | Removal of existing LT cables and cable covers laid from any depth complete all as specified and as directed by Engr-in-Charge. Note :- Earth work involved in the item shall be measured under relevant item of Schedule 'A'. |
| 44 | Laying of LT cables with proper alignment at any depth all as specified and as directed by Engr-in-Charge. |
| 45 | M & L for spreading and compacting of approved riddle earth sand in cable ducts/trenches for cable cushion on both top and bottom of cable, including ramming complete all as specified and as as directed by the Engineer-in-Charge.Note: Punned thickness only will be measured. |
| 46 | Removing and relaying burnt bricks for cable protection of sub class 'B'standard size in trenches all as specified. Please Enable Macros to View BoQ information |
