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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, as directed by Engineer-in charge |
| 2 | Rolling and consolidation formation surface in cutting/filling with power roller 8 to 12 tonne and consolidated to required gradient and camber including watering complete all as specified and directed. |
| 3 | M&L 150 mm (spread thickness) Soling (or sub base) with broken boulders or quarried stone (Granite, Trap or Basalt stone) of size range 100 mm to 50 mm, interstices filled, surface formed, rolled with power roller 8 to 12 tonne and consolidated to required gradient and camber complete all as specified and directed. |
| 4 | ...Ditto as per item No 03 above but 'except material |
| 5 | M&L 150 mm thick (compacted thickness) water bound macadam in two layers each of 75 mm thick (each layer to be rolled and consolidated separately) with coarse aggregate of granite/black trap/basalt stone of grading 2 ranging from 63mm to 40mm, hollows made up to form true surface, spread, surface binding with and including screening and moorum, watered, consolidated and rolled with 8 to 12 tonne power roller to gradient and camber required complete all as specified and directed. |
| 6 | ...Ditto as per item No 05 above but 'except material |
| 7 | M & L for scarifying or picking gravelled, mecadam or bituminous mecadam surfaces exc 50 mm and n exc 100 mm deep in area exc 400Sqm and removing exceeding 50 Mtr & n.exc 500 mtrs and stacking. |
| 8 | M&L 7.5 cm thick (compacted thickness) WBM with coarse aggregate of grading 3 (50 mm to 20 mm size) spread, rolled and consolidated to gradient and camber required with granite trap or basalt stone aggregates complete all as specified and directed. |
| 9 | ...Ditto as per item No 08 above but 'except material |
| 10 | M&L for preparing Unsurfaced WBM 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 and applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 Sqm using paving bitumen grade VG-10 complete all as specified and as directed. |
| 11 | M & L for Preparing black top 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 tack coat with bituminous primer (Paving bitumen) VG-10 at @ 5 Kg per 10 Sqm for laying bituminus macadam premix carpet complete all as specified by using mechanical paver complete all as speciffied and as directed. |
| 12 | M & L for premix bituminous macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) with binder content (paving bitumen) of 4% by weight of total mix and 1.5% cement filler all as specified and directed. |
| 13 | M&L Applying evenly a priming/tack coat with bituminous primer over black top surface at 2.5 kg per 10 sqm using paving bitumen grade VG-10 including premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content (minimum) by weight of total mix (bitumen VG-30) and 2% cement filler rolled and compacted to required camber and gradient using 8 to 10 tonne power roller complete all as specified and directed. Note: The work shall be executed by using hot mix plant & mechanical paver. The rate quoted shall be deemed included for cement filler |
| 14 | Repairs to pot holes exc 30 mm depth, not exc 1 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5kg per 10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder with 9.8 kg per 10 sqm, blinded with 0.09 Cum of stone chipping, 6.3 mm size and again well rammed rolled with power roller 8 to 10 tonne capacity complete all as specified and directed. |
| 15 | M&L preparation of road surface and applying thermoplastic reflective paint in marking minimum 2.5mm thick single coat as in centre line and edge line road marking of 150/100 mm width using HOT MARK thermoplastic modern propelled road marking machine as directed including all ingredients such as blinder, glass beads Titanium dioxide calcium corbonate inter filler thermoplastic requirement for glass beads shall be the table No 800.4 of MORTH specification including spraying of glass beads etc. complete all as per manufacture instruction complete all as specified and directed. |
| 16 | Surface dressing n.exc 15 cm deep and getting out in soft/loose soil for road side berms to required gradient complete all as specified and directed. |
| 17 | M&L for approved moorum/red bajri in road berms,spread in roads berms 100 mm spread thickness rolled and consolidated to gradient and camber required with light roller of capacity not less than 0.5 tonne complete all as specified and directed. |
| 18 | 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 |
| 19 | S&F in repairs Cats eyes road stud ABS body conforming to IRC 67-1977 duel directional Glass beads reflector body material ABS plastic of size 90 mm x 110 mm x17 mm, reflector 19 or 21 BI convex glass element on each side compressive strength upto 40 tonnes , colour body yellow colour with red reflector fixing by means of nail and epoxy fixing to roads by hammering including necessary earth work in replacement of damaged/displaced items complete all as specified and directed. |
| 20 | Demolition and breaking up 300/450 mm bore drain pipe,salt glazed stone were set in cement mortor including PCC hounching and bedding,complete. |
| 21 | M & L for cement concrete 1:3:6 type C2 using 40mm graded stone aggregate in foundations, filling and mass concrete. |
| 22 | Demolition/Dismantling of Brickwork or stone/boulder masonry built in cement mortar all as specified |
| 23 | M & L for random rubble, uncoursed well bonded, bedded and solidly hearted built in CM 1:6, all as specified and directed. |
| 24 | M&L for 200 mm thick Soling (or sub base) below incasing with broken boulders or quarried stone, interstices filled, surface formed and rolled and considered to required gradient and camber complete all as specified and directed. |
| 25 | M&L Reinforced concrete pipes 450 mm dia, class NP3, laid and jointed complete with collars complete all as specified and directed. |
| 26 | M & L for Flush pointing to random rubble masonry uncoursed or brought upto course in CM (1:4) complete all as specified and as directed. |
| 27 | M & L for providing cement concrete type B-1, 1:2:4 using 20 mm graded stone aggregate in copings, haunchings and the like including weathering, slightly rounded or chamfered angles and throating, with necessary form work as required & directed. |
| 28 | M & L for rendering 15mm thick in cement plaster 1:4 on fair surfaces of brick work or concrete surfaces, is to be finished even and fair without using extra cement complete all as specified and directed. |
| 29 | M&L cement concrete type C1 1:3:6 using 20 mm graded aggregate as in coping, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 30 | Removing excavated soil to a distance exc 250 m and not exc 500 m and depositing where completed all as specified and directed. |
| 31 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick with soils complete all as specified and directed. |
| 32 | NOTE : SCHEDULE OF CREDIT (Amount on page No 23 shall be deducted offline from the total quoted amount to arrive at the net contract sum to be considered for acceptance.) Please Enable Macros to View BoQ information |
