|
| 1 | M&L for preparing of surfaced black top 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/dust ect and other dleterious materials. |
| 2 | Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0. 2 - 0.30 kg/sqm on surface of bitumen including preparation of bitumen surfaces as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete including preparation of bitumen surfaces all as specified and directed . |
| 3 | Scarifying or picking graveled, macadam or bituminous macadam surface in area exc 400 sqm and depth exc 50mm and not exc 100mm deep including removing not exc 50m and stacking all as specified |
| 4 | M & L for Laying and compacting 150 mm thick (compacted thickness) WMM laid in two layers of 75 mm each Wet Mix Macadam (WMM) grading as pe table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified. |
| 5 | Applying 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 of WMM/WBM including preparation of WBM/WMM surfaces as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete including preparation of WBM/WMM surfaces all as specified and directed . |
| 6 | M&L premixed bituminous macadam laid/rolled and compacted to required gradient and camber with using 20 mm graded stone agg and paving bitumen 4% by the weight of total mix (consolidate thickness 75 mm or less as required ) complete all as specified and as directed. |
| 7 | M & L for laying bituminous premix asphaltic semi dense concrete avaraging 30mm consolidated thickness with 5.5% binder content by weight of total mix using asphalt mechanical mixer plant & consolidated with 8to 10 ton power road roller to reqd level gradient camber and super elevation. |
| 8 | M & L for preparing bituminous surfaces of road and marking 2mm 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. |
| 9 | Supply and fixing in repair 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. |
| 10 | Supply and fixing 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. all as specified and directed |
| 11 | Excavating in trenches in any type of soil , n exc 1.5 m wide and n. exc. 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soil complete all as specified and as directed. |
| 12 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil |
| 13 | 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 |
| 14 | S&F 450 mm bore Reinforced concrete pipes class NP3, laid and jointed complete with collars complete all as specified and directed. |
| 15 | M&L PCC 1:3:6 type C2, 40mm graded agg as in concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 450 mm bore complete all as specified and directed. |
| 16 | Removing excavated material n.exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point. |
| 17 | Returning filling in including spreading levlling ,watering and well ramming in layers nexc 25cm thick complete all as specified and directed. |
| 18 | M&L for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm & depth exc 50mm & not exc 100mm deep. Complete all as specified & directed. |
| 19 | M& Laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified & directed. |
| 20 | M&L for preparing un-surfaced water bound macadam /WMMby brushing with wire brushes for removing caked mud etc sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified & directed. |
| 21 | M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at the rate 10 kg per ten Sqm over the prepared surface by mechanical sprayer complete all as specified & directed. |
| 22 | M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at the rate 5 kg per ten sqm over the prepared surface by mechanical sprayer complete all as specified & directed. |
| 23 | M&L for Repair to pot holes any depth, not exceeding 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 and making good by applying tack coat @ 5 Kg per 10 sqm and laying premixed bituminous macadam, well rammed and sealed with paving bitumen 60/70 or VG-30 grade @ 9.8 Kg per 10 Sqm, blinded with 0.09 cum of stone chippings of size 6.3 mm and again well rolled with 8 to 10 tonne power roller (including supply of pre-mixed macadam, binder and chippings), depth of pot holes exceeding 30 mm. Complete all as specified and directed by Engineer-in-Charge. |
| 24 | M&L for preparation of existing bituminous road surfaces by removing dust, dirt grease and other foreign matters etc and after prepration of road surfaces, applying road marking having minimum 2.5mm average thickness with & including thermo plastic (Reflective) line marker paint/ compound of uniform surface finish conforming to BS 3262 (Part-I) 1989 read in conjunction with the MORTH specification 803 clause 4.2.2 on bituminous surfaces in white/ yellow colour and super imposed with glass beads conforming to BS 6088 read in conjuction with the MOST specification 803 clause 4.3.3 complete all as specified and directed.Make of Road Marker Paint/ Compound:- Asian or Thermoline as approved by GE.Notes:- (i) MORTH specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by GE.(ii) Shape, size & pattern of marking shall be as approved by GE. |
| 25 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers not exc. 15 cm thick, spread, levelled & rammed including watering, rolled and consolidated to required gradient and camber. Complete all specified and directed. Note:- (i) Compacted thickness shall be measured and paid.(ii) Rolling/compaction shall be done by vibratory roller only. |
| 26 | Demolition of Cement Concrete (unreinforced) of any description & in any position not otherwise specifically provided for. Complete all specified and directed. |
| 27 | Demolition of Cement Concrete (reinforced) of any description & in any position not otherwise specifically provided for. Complete all specified and directed. |
| 28 | M&L for Cement Concrete Type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete. Complete all as specified and directed. |
| 29 | M&L for Mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with & including mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips. Complete all as specified and directed. |
| 30 | M&L for Form Work to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits (if any) of foundation & plinth beams; & similar work; vertical or to batter, rough finished flat surfaces of concrete. Complete all as specified and directed. |
| 31 | M&L for Form Work to faces of walls, retaining walls, abutments, parapets, & staircase railings & similar work including attached pillasters, buttresses, etc., vertical or to batter, fair finished flat surfaces of concrete. Complete all as specified and directed. |
| 32 | M&L for Reinforced Cement Concrete M-25 (Design Mix) (20 mm graded aggregates) in walls, retaining walls, basement walls, ballast walls & the like; any thickness; above top of footings; including attached pillasters & buttresses. Complete all as specified and directed. |
| 33 | M&L for Reinforced Cement Concrete M-25 (Design Mix) (20 mm graded aggregates) in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc.; basement slabs, under-reamed piles & mass concrete. Complete all as specified and directed. |
| 34 | M&L for preparation of newly plastered wall surfaces & applying three coats of white wash on wall surfaces. Complete all as specified and directed. |
| 35 | S&F of 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls. Complete all as specified and directed. |
| 36 | M&L for Hardcore of broken stone or boulders of gauge not exc.63 mm, deposited, spread & levelled in layers not exc.15 cm thick, watered & rammed to a true surface. Complete all as specified and directed. |
| 37 | M&L for 75 mm thick water bound macadam (compacted thickness), with coarse aggregate of stone (granite / trap/ basalt) of grading 2 (63 mm to 40 mm size) or of grading 3 (50 mm to 20 mm size), spread, rolled and consolidated to required gradient and camber required complete all as specified & directed. |
| 38 | Labour only for 75 mm thick water bound macadam /WMM (compacted thickness), with coarse aggregate of stone (granite / trap/ basalt) of grading 2 (63 mm to 40 mm size) or of grading 3 (50 mm to 20 mm size), spread, rolled and consolidated to required gradient and camber required complete all as specified & directed. |
| 39 | M&L for preparing bituminous surfaces of road & marking 2.50 mm thick centre lines, stop lines, dashes, arrows etc. & the like not exceeding 10 cm wide on roads pavements with hot applied thermoplastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturer\"s instructions complete all as specified and directed by Engineer-in-Charge. |
| 40 | S&F in repair ABS Body, 100 cm outdoor convex mirror good quality as approved by GE fixed in road/ground portion complete including hanging/fixing arrangement with adequate mounting arrangement at suitable height on stainless steel (Grade 304) round pipe, having unbreakable Polycarbonate Convex Lens with hoods as the traffic safety mirror for eliminating blind spots & increase visibility at a broader angle, including excavation for post holes, PCC Type C-2 1:3:6 (using 40 mm graded stone aggregate) in post hole & removal of surplus excavated material to a distance not exceeding 50 metre & depositing where directed at a level not exceeding 1.5 metre above the starting point. Complete all as specified & directed. Make: Frontier 100 cm outdoor Convex Mirror, FMCO-100, Road Star, Real reflectors, Alexix, ACE polymers (India) or Equivalent. |
| 41 | M&L for 100 mm thickPCC 1:4:8 typetype D-2 as in floorsas sub base in patches complete all as specified and directed. |
| 42 | M&L for machine pressed precast concrete interlocking paver block, any shape and size, conforming to IS 15658-2006 of 80mm thickness, M-40 grade of concrete, laid overand including 50mm thick sand cushioning complete all as specified and as directed. |
| 43 | Labour only for Machine pressed precast cement concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade including dismantling of existing complete all as specified and directed . |
| 44 | M&L for fair finished flat form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to better. |
| 45 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete |
| 46 | Demolition 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 & precast concrete articles complete all as specified and directed. |
| 47 | M&L modular size fly ash brick work built in CM 1:4 straight or curved on plan exceeding 6 mtr mean radius complete all as shown on drawing and as specified |
| 48 | M &L for rendering 15 mm thick cement plaster (1:4) on fair faces of brick work or concretesuface complete all as specified & directed |
| 49 | Schedule of credit amount of Rs 1,89,815.00 to be deducted during AOC |
