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| 1 | Demolition of Cement concrete (Unreinforced) in ground floors and pavings n.exc 15 cm thickness below or above ground level complete all as specified and directed by Engr-in-Charges. |
| 2 | Surface dressing n exc 15 cm deep and getting out from soft /loose soil complete all as specified and directed by Engr-in-Charges. |
| 3 | 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 directed by Engr-in-Charges. |
| 4 | Removing of excavated soil to a distance not exceeding 50m and depositing where directed and not exceeding 1.5 above the ground level from the starting point for embankment complete all as specified and directed by Engr-in-Charges. |
| 5 | Rolling and consolidating formation surface in cutting with 8 to 12 tonne power roller including filling in depressions which occurs during the process of rolling, rolling to required gradient and camber complete all as specified and directed by Engr in Charge. |
| 6 | M&L for 150 mm compacted thickness GSB Gde–II as specified in Table 400-1 of MoRTH specification for Road and bridge works 2013 in two layer (750 mm Each) over prepared sub grade, to required gradient and camber etc and rolling with vibratory roller of capacity 80 to 100 KN static energy, complete all as specified and directed by Engr-in-Charges. |
| 7 | M&L for 75 mm compacted thickness WMM Gde-I grading as per table 400-13 of MoRTH specification for Road and bridge works 2013 manufactured in WMM plant compacted to required gradient and camber laid / rolled and with vibratory roller of capacity 80-100 KN static energy complete all as specified and directed by Engr-in-Charges. |
| 8 | Preparing unsurfaced water bound macadam 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 by Engr-in-Charges. |
| 9 | M&L Applying evenly a priming/tack coat with bituminous primer using paving bitumen at 10 kg per 10 sq metr using mechanical sprayer complete all as specified and directed by Engr-in-Charges. |
| 10 | M&L Applying evenly a priming/tack coat with bituminous primer using paving bitumen at 05 kg per 10 sq metr using mechanical sprayer complete all as specified and directed by Engr-in-Charges. |
| 11 | M&L for bituminous premix semi-dense asphaltic concrete 40mm consolidated thickness using paving bitumen VG-40 with 5.5% binder content by weight of total mix rolled and compacted to required camber and gradient complete and rolled with 8 to 12 tonne power roller complete all as specified and directed. Note:- (I) In case the binder contents by weight of total mix is less than 5.5% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. if the total binder contents as per design mix is more than 5.5% no prices adjustment shall be made for the same. (II) Job mix formula for Semi Dense asphaltic concrete shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE. complete all as specified and directed by Engr-in-Charges. |
| 12 | M&L for Providing precast cement concrete (1:2:4) type B1 using 20mm graded aggregate in blocks for road side kerb stone set in CM 1:4 (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match in kerb stones of size 300mmx150mmx450mm complete all as specified and directed by Engr-in-Charges. |
| 13 | M&L Preparation of new concrete/brick Surfaces and Applying of two coats of syenthetic enamel paint of any description over 10cm girth or width, complete all as specified and directed by Engr-in-Charges. |
| 14 | M&L for bituminous premix semi-dense asphaltic concrete 30mm consolidated thickness using paving bitumen VG-40 with 5.5% binder content by weight of total mix rolled and compacted to required camber and gradient complete and rolled with 8 to 12 tonne power roller complete all as specified and directed. Note:- (I) In case the binder contents by weight of total mix is less than 5.5% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. if the total binder contents as per design mix is more than 5.5% no prices adjustment shall be made for the same. (II) Job mix formula for Semi Dense asphaltic concrete shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE. complete all as specified and directed by Engr-in-Charges. |
| 15 | M&L for repairs to pot holes any 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 25mm in depth making good by filling in screened & graded road metal watering and well ramming (including supply of road metal) complete all as specified and directed by Engr-in-Charges. |
| 16 | M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 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 manufacturers instruction complete all as specified and directed. complete all as specified and directed by Engr-in-Charges. |
| 17 | Supply and fix 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. complete all as specified and directed by Engr-in-Charges. |
| 18 | M&L 75 mm Cement concrete type D- 2,1:4:8 (40mm graded aggregate) for sub base complete all as specified and directed by Engr-in-Charges. |
| 19 | S&F Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and directed by Engr-in-Charges. |
| 20 | M & L Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charges. |
| 21 | 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 directed by Engr-in-Charges. |
| 22 | M&L for repairs to pot holes any depth not exc 1 sqm each including sweeping free from dust and mud or water ,scoring sunken surfaces in roads etc cutting around edges to at least 25 mm in depth making good by applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) on bituminious surface conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanica sprayer after cleaning of existing surface, well rammed and sealed well rammed (incl supply of premixed macadam , binder and chippings) depth of pot holes exceeding 30mm. complete all as specified and directed by Engr-in-Charges. |
| 23 | M&L for Preparing Scarified bituminous road 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 and Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) on bituminious surface conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanica sprayer after cleaning of existing surface complete all as specified and directed by Engr-in-Charges. |
| 24 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area exc 400 sqm each and not exc 50 mm deep incl removing the unserviceable materials / debris outside the premises of MOD Land and disposal of the same complete all as specified and directed by Engr-in-Charges. |
| 25 | M&L for Premix bituminous macadam, binder content 4.5% by weight if total mix using Paving bitumen grade VG-40 any penetration laid/rolled by mechanical paver and compacted to required gradient and camber by using 8-12 ton capacity mechanical power roller (consolidated thickness 75mm thick or less) complete all as specified and directed by Engr-in-Charges. |
| 26 | 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 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 classII 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 and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). complete all as specified and directed by Engr-in-Charges. |
| 27 | M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour (red and yellow only), 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 over and including 50mm 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 and complete all as specified and directed by Engr-in-Charges. |
| 28 | M&L for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed by Engr-in-Charges. |
| 29 | M&L for PCC 1:3:6 (Type C-1 , 20mm graded aggregate) as in surface channels and drains complete all as specified and directed by Engr-in-Charges. |
| 30 | M&L MS Framed work such as grills, gratings, etc.. with ends of bars shouldered 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 by Engr-in-Charges. Please Enable Macros to View BoQ information |
