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| 1 | Surface excavation nexc 30 cm deep and averaging 15 cm and getting out soft/loose soil & getting out including cleaning all grass vegetation, saplings, brush woods under growth and trees nexc 30 cm girth complete a specie complete all as specified and directed. |
| 2 | Rolling and consolidating road formation surfaces in cutting with 8 to 12 tonne capacity power roller, watering as necessary Including filling in hollows and depression and consolidating to the required level gradient and camber complete all as specified and directed. |
| 3 | Scarifying or picking gravelled, macadam or bituminous macadamsurfaces in area exc 400 sqm and depth n. exc. 50mm deep including removing not exc 50m and stacking complete all as specified and directed. |
| 4 | M&L for Preparing unsurfaced water bound macadarli surfaces (new/old) by brushing with wire brushes for re-moving caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming tack coat with bituminous primer of bitumen of grade VG-10 @ 10 kg per 10 sq metres using mechanical sprayerd complete all as specified and directed. |
| 5 | M & L Soling (or sub base) 150 mm thick (Spread thickness) with broken boulders or quirred stone, interstices filled surface formed and rolled and consolidated to required gradient and camber with power roller 8 to 12 tonne, complete all as specified and directed. |
| 6 | M&L for Water bound macadam (WBM) 75cm thick (compacted thickness) with crushed stone aggregate of grading II (63 to 40mm size) (sand stone or quartzite), spread, rolled with 8 to 12 tonne power roller and consolidating to required gradient and camber, complete all as specified and directed. |
| 7 | Preparing black top surfaces by brushing with wire brushes for re-moving caked mud etc. sweeping with brooins and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a primingi tack coat with bituminous primer of bitumen of grade VG-10 @ 5 kg per 10 sq metres using mechanical sprayer complete all as specified and as directed |
| 8 | M&L Premixed bituminous, macadam laid/rolled and compacted to required gradient and camber with paving bitumen @4% by the weight of tolal mix (consolidated thickness 75mm thick or less or as required) complete all as specified and directed |
| 9 | M&L Bituminous premix asphaltic semi dense concrete 30mm consolidated thickness with 5.5% binder content by weight of total mix, rolled (using 8 to 10 Tone roller) and compacted to required camber and gradient using paving bitumen any penetration complete all as specified and directed. |
| 10 | M&L for Precast concrete in stones Kerb stone etc M-25 set in cement morta with plain fair faces including chamfers, weatherings, throat ing etc and setting in mortar complete with joints to match including removal of existing kerb stone ali as specified |
| 11 | Preparation of road surfaces and applying thermoplastic retiective paint in marking of minimum 2mm thick single coat as in center line and edge line road marking of 150/100mm width using 'HOT MARK' thermoplastic modem propelled road marking machine as directed including all ingredients such as blinder, glass beads Titanium dioxide calcium carbonata inter fillers thermoplastic /requirement for glass beads shall be the table No 800.4 of MORTH specification including spraying of glass beads etc off on per manufacture instructions and as directed |
| 12 | Supply and fix in repairs, Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mmwith PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions and to be fixed with Epoxy Resin based adhesive or Special Hot Melt Bitumen adhesive avoiding nails etc complete all as specified and directed. Make: 3M 290 Series of Road Star or equivalent Model of make-Dark Eye or Green Like or Sun Lite is nonved by GE |
| 13 | Supply and fix in repairs 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 rystafie 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. |
| 14 | Supply and fixing in metal tubular solar 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. |
| 15 | M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed. |
| 16 | M&L for Hardcore of gauge n exc. 63mm, deposited, spread andlevelled in layers n exc. 15cm thick, watered and rammed to a true surface complete all as specified. |
| 17 | M&L for 100mm thick PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in sub base fo paver block complete all as specified and directed |
| 18 | M&L for Machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment, confirming to IS 15658-2006 of 80mm thickness M -40 Grade including 50mm thick sand cushioning including consolidation and watering complete all as specified and as directed. |
| 19 | S&F PVC(SWR) pipes 150mm bore single socketed, in any length with rubber ring joint laid in trenches or in walls complete all as specified and as directed. |
| 20 | Excavating in trenches, n exc1.5 m wide and n exc 1.5 m indepth; for foundation, etc. orfor shafts, wells, cesspits,manholes, pier holes, etc. nexc 10 sq m on plan and n exc1.5 m in depth and getting out in soft/loose soil complete all as aspecified and directed. |
| 21 | Returning, filling in, including spreading, levelling, wateringand well ramming in layers not exc 25 cm complete all as aspecified and directed. |
| 22 | Removing excavatedsoil to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as aspecified and directed. |
| 23 | M&L Brick work using old size bricks with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 24 | M&L for cement concrete type B1 1:2:4 (20mm graded aggregate)as in copings, kneelers, apex stones, bed plates, kerbs,Hold fast and similar works water troughs and the like including weathering, slightly rounded for chamfered angles and necessary formwork and finishingexposed surface even and smooth without using extra cement complete all as specified and as directed. |
| 25 | M&L for 15 mm thick rendering in CM (1:4) on fair faces of brick /concrete surfaces including finishing even and smooth (without using extra cement ) complete all as specified and as directed. |
| 26 | M&L for Framed work such as grills, gratings, etc.. with ends of barsshouldered and/or riveted, or forged into spikes; framedguard bars; barred iron doors; ladders; framed balusters; walkways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 27 | M & L Reinforced concrete pipes, class NP2 100mm, laid and jointed in trenches complete with collars complete all as specified and directed. |
| 28 | M&L for PCC (1:3:6) type C-2 as in 450mm dia cement concrete bed to to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested;in complete all as specified and directed. |
| 29 | M & L Reinforced concrete pipes, class NP2 300mm, laid and jointed in trenches complete with collars complete all as specified and directed. |
| 30 | M&L for PCC (1:3:6) type C-2 as in 300mm dia cement concrete bed to to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested;in complete all as specified and directed. |
| 31 | Dismantling of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and pre-cast concrete articles complete all as specified and directed. |
| 32 | Excavation over areas not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-incharge. |
| 33 | Removing excavated material exc 1.50 Km but n exc. 5.00 Km depositing where directed at level n exc 1.5m above the starting point complete all as specified and directed. |
| 34 | M&L Bituminous premix asphaltic semi dense concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix, rolled (using 8 to 10 Tone roller) and compacted to required camber and gradient using paving bitumen any penetration complete all as specified and directed.Note: The final compaction will be carried out with a pneumatic tyred roller of 15 to 30 ton capacity having tyre pressure of 7 kg /Sqcm after the entire paving operations are completed. This should be done on bright sunny days such that the entire field is rolled minimum thirty times. |
| 35 | M&L for moorum/red bajri, 100mm thick spread. Rolled and consolidated to gradient and camber required complete all as specified and as directed. |
| 36 | Supply and Fixing in dual direction speed-breaker having high intensity cube corner reflector ultasonic weldded to high impact resistant ABS plastic body of colour yellow and black of size 250x345x50mm (height) provided with steel nails shape of side body to have interlocking pattern tokeep all speed breaker in row Cat Part No. GPL-07-06 Make GREENS/GREENLITE OR equivalent. Fixing arrangement: Anchor bolts + Epoxy mortar grout all as directed by Engineer-in-Charge. |
| 37 | Supply and fix polycarbonate reflective convex mirror of size 900 mm dia made of ABS/fiber/ppolastic body with upper collar complete with mounting hardware i.e. necessary clamps & nut bolts etc mounted on and including 65mm dia MS pipe having 2.0M length duly painted two coats with and including white or blue or any other colorsynthetic enamel paint as approved by Engr-in-charge over a coat of red oxide primer and fixed on the ground after necessary excavation and earth work in any type of soil, embeading the delianator on the ground with and including PCC (1:2:4) type B1 using 20mm graded stone aggregate (minimum PCC block size 200 mmx200mmx200mm for proper grouting) |
| 38 | Schedule of credit amount of Rs 6958.00 to be deducted during AOC Please Enable Macros to View BoQ information |
