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| 1 | Excavation over area not exc. 1.5m deep and getting out in any type of soil complete all as specified and directed by Engineer-in-charge. |
| 2 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in deep for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil complete all as specified and directed by Engineer-in-charge. |
| 3 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed by Engineer-in-charge. |
| 4 | Removing excavated soil to a distance not exceeding 50 m and depositingwhere directed at a level not exceeding 1.5 mabove the starting point complete all as specified and directed by Engineer-in-charge. |
| 5 | M&L for plain cement concrete 1:4:8 Type D-2 using 40mm graded aggregate as in foundation, filling in mass concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 6 | M&L for Precast cement concrete 1:3:6 type C1 (Using 20 mm graded granite stone aggregate) block masonry with solid blocks, exceeding 10 cm in width and setting in cement mortar 1:6 including demolition of PCC block masonry built in CM including all quoins, arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and directed by Engineer-in-charge. |
| 7 | M&L for 15mm thick rendering in CM 1:4 on fair faces of brick work or concrete surfaces, finishing the surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge. |
| 8 | M&L for preparation of newly plastered /unplastered surfaces and applyingtwo coat of cement base paintover a coat of alkal resistant primer complete all as specified and directed by Engineer-in-charge. |
| 9 | Demolition of cement concrete in ground floors and pavings not exceeding 15cm thickness below or above ground level etc complete all as specified and directed by Engineer-in-Charge. |
| 10 | M&L for 50mm thick PCC 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in finishing course to flooring & paving finished even and smooth without using extra cement complete all as specified and directed by Engineer- |
| 11 | M&L for 100mm thick (spread thickness) moorum/red bajriin berms, spread, rolled and consolidated to required gradient and camber complete all as specified and directed by Engineer-in-charge. |
| 12 | M&L for Laying and compacting 100 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 50 mm each grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant matereial comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weighrt and consolidating to required gradient and camber complete all as specified and directed by Engineer-in-charge.Note : The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and as directed by the Engineer-in-Charge. |
| 13 | M&L for preparing unsurfaced WMM surface 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 including andapplying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0.7-1 Kg/Sqm on surface over WMMIVVBM as specified in table 500-3 of MoRTH specification for Road and Bridge works 2013, using mechanical sprayer complete all as specified and as directed by the Engineer-in-Charge. |
| 14 | M&L for premixed bituminous macadam of paving bitumen with binder content of 4% by weight of total mix, any penetration using paving bitumen of grade VG-30 confirming to IS-73-2006) etc rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) with 8 to 10 power rollercomplete all as specified and directed by Engineer-in-Charge. |
| 15 | M&L for preparing existing black top surfaces by brushing with steel wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt, etcincluding and applying evenly a tack coat of Cationic Bitumen Emulsion RS1 confirming to IS: 8887 at a rate of application of 0.25 Kg/Sqm on bituminous surface as specified in table 500-5 of MoRTH specification for Road and Bridge works 2013, using mechanical sprayer after cleaning of existing surface and also including and laying of bituminous premix semi dense asphaltic concrete (SDAC), 30 mm thick (consilidated average thickness) in single layer using paving bitumen of grade VG-30 with 5.5% binder content, mixed in hot mix plant using design mix and laid by mechanical paver and rolled and compacted with using 8 to 10 tonne cap vibratory power road roller to achive the required compactness, camber and gradientfinished complete including (cutting of edges of roads straight and site clearance) etc complete all as specified and directed by Engineer-in-Charge.complete all as specified and as directed by the Engineer-in-Charge. |
| 16 | Demolition and breaking up drain pipes (salt glazed ware, AC or reinforced concrete) of 300mm bore r more set in CM including demolition of packing under and haunching against sides of pipes complete all as specified and as directed by the Engineer-in-Charge.Note :- Excavation and earth work shall be measured and paid separately under relevant items. |
| 17 | M&L for 450 mm bore reinforced cement concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and as directed by the Engineer-in-Charge. |
| 18 | S&F in repair 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 Engineer-in-Charge. |
| 19 | S&F in repairs cat eye solar reflective type of metal body alloy of size 100mmx100mmx20mm with PAMA striplens reflector of model No DA 972.0 fixed with and including MS Stud of size as per manufactures instructions etc complete all as specified and directed by Engineer-in-Charge. |
| 20 | S&F in repair 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 Engineer-in-Charge. |
| 21 | M&L for marking 2 mm thick of 01 coat of painting lines, dashes, arrows, letters etc on roads pavements and the like not exc. 10 cm wide and with road marking paint, white or golden yellow complete all as specified and directed by Engineer-in-Charge.Note : Road marking paint work to be carried out as per IRC Pattern with thermo plastic paint of approved make and mix with 8% mica sign applicator machine no extra cost is admissible for the same. |
| 22 | Demolition of cement concrete of any description and any position not otherwise specifically provided complete all as specified and directed by Engineer-in-Charge. |
| 23 | M&L for 100 mm thick PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate as in sub base flooring complete all as specified and as directed by the Engineer-in-Charge. |
| 24 | M&L forProviding and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, 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 coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed by engineer-in-charge. |
| 25 | M&L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping including necessary form work finishing the surfaces even and smooth without using pigment in cement complete all as specified and directed by Engineer-in-charge. |
| 26 | M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) including demolition of brickor stone/boulder masonry built in CM including all quoins, arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and directed by Engineer-in-charge. complete all as specified and as directed by the Engineer-in-Charge. |
| 27 | Extra over for hammer dressing to face stones with maximum depression on face from a straight edge n.exc 20mm and dressing face beds and joints as specified to squared rublle walling regular coursed, jodhpur type complete all as specified and as directed by the Engineer-in-Charge. |
| 28 | M&L for 15mm thick rendering in CM 1:6 on fair faces of stone surfaces, finishing the surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge. |
| 29 | M&L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in surface channels and drain complete all as specified and directed by Engineer-in-charge. |
