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| 1 | M&L for repair to pot holes any depth area not exceeding 1.0 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc. cutting around edges to atleast 25 mm in depth, making good by applying tack coat VG-10 at 5 kg per 10 Sqm, putting in premix bituminous macadam well rammed and sealed with binder 9.8 kg per 10 sqm binded with 0.09 cum of stone chipping, 6.3 mm size and again well rammed (including supply of premix binder and sand) with 8 to 12 tonne power roller depth of pot holes not exc. 30mm complete all as specified and directed by Engineer-in-charge. |
| 2 | M&L for preparing old black top surface 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 Engineer-in-charge. |
| 3 | M&L for applying evenly a tack coat of Cationic BitumenEmulsion (RS-1) conforming to IS: 8887 at a rate ofapplication of5 kg/10sqm on bituminous surfaceas specified in Table 500-5 of MaRTH specificationfor road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed by Engineer-in-Charge. |
| 4 | M&L for premix bituminous macadam mixed in automatic hot mix plant with paving bitumen VG-40 with 4.5 % by weight of total mix laid by mechanical paver and rolled and compacted to required gradient and camber (consolidated thickness 75mm or less )by ,8-10 tonne capacity power road roller complete all as specified and directed by Engineer-in-charge. |
| 5 | M&L for bituminous premix semi dense asphaltic concrete (SDAC),30 mm thick (consilidated average thickness) in single layer using paving bitumen of grade VG-40 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. |
| 6 | M&L for preparing new or old bituminous surfaces of road and marking 2.0mm thick centre lines, stop lines, dashes, arrows etc and the like not exc. 10cm wide on roads pavements except zebra crossing 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 by Engineer-in-Charge. |
| 7 | M&L for preparation of old concrete surfaces of any description (Road side cement concrete kerb stone in ZABRA Pattern) and applying one coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge. |
| 8 | M&L for identification sign/cautionary mandatory and information sign board area exc 0.60 Sqm and n exc 1.20 Sqm with thickness not less than 3.0mm aluminium composite panel covered by encapsulated lens type retro reflective sheet (grade 3M type II diamond grade of make 3M/dark eye/SNI ) on both side with green base, including writing of necessary letter/symbols of reflective type fixed on and including stainless steel frame of size 25mmx25mm and hang on 50mm dia stainless steel pipe(fabrication work from SS-304 material) of height 2.4 mtr from ground level to top and post embeded in ground with PCC 1:3:6 TYPE C-2 using 40mm graded aggregate of size 45x45x45cm including necessary excavation and earth work and making plateform of size 150x45x30cm with PCC 1:2:4 using 20mm graded aggregate including necessary formwork and covering all exposed surfacess with black colour glazed ceramic tile (joint less) of size (600x300x7mm) / (450x300x7mm thick over and including 10mm thick backing coat in cement mortar(1:4) set and jointed in neat cement slurry and pointed to match the tiles including dismantling old unserviceable sign board of any description complete all as specified and directed by Engineer-in-Charge.Note :- The specifaction of board is held with GE(A) Barmer as sketch. The letters and symbols etc on both side shall be as per site requirement of user and as approved by GE. The size and font of wording/ arrow/ symbols as per direction of Engineer In-Charge. |
| 9 | S&F cat eye two side reflective type of metal aluminiumstud body alloy of size 110mm x 120mm x 20mm with PMMA strip lens reflector of suitable size as per manufactures instructions fixed with epoxy including dismantling old unserviceable cat eye of any description complete all as specified and directed by Engineer-in-Charge. |
| 10 | S&F solar cat eye aluminum alloy shall (100% water proofing design according to IP 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono crystalline solar panel 2.4V/ 0.3 watt one NI-cd rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instruction fixed with epoxy etc including dismantling old unserviceable solar cat eye of any description complete all as specified and directed by Engineer-in-Charge. |
| 11 | S&F 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 B-1 including dismantling old unserviceable metal tubular dealineator of any description complete all as specified and directed by Engineer-in-Charge. |
| 12 | S&F smart solar tubular dealineator of 1mtr height, modal No DA-112 dark eye or equivalent in road star/SNI/ACE/POLYMERS/Fire equipment engineers/dish steel fab as per Appx \"C\" or as approved by GE, of material polycarbonate ABS and battery 1.2 V including embedding in PCC 1:2:4 (150x150x300mm) type B-1 including dismantling old unserviceable smart solar tubular dealineator of any descriptioncomplete all as specified and directed by Engineer-in-Charge. |
| 13 | S&F in repair Outdoor Polycarbonate Convex Mirror size of 100 CM outer diawith 130 Degree + actual viewing angle, equipped with adjusting swivel and mounting bracket for infinite adjustment including embedding in PCC 1:2:4 size (450x450x600mm) type B1 including demolition of old PCC, mounted over 75mm dia stainless steel pole of appropriate height and adjustable arrangment complete all as specified and directed by Engineer-in-Charge.Make : Road Star/Star Safety/Dark eye or equivalent as approved by GE. |
| 14 | M&L for cleaning the surface with compressed airandmaking the surface free from dust by using brush and applying manully one coat of cold emulsion (SS-2) by using wipers uniformly and mopping of diluted liquid in the ratio 1: 1 of SS-1 and water by weight @ minimum0.50 Kg of SS-2 (ie 1.0 kg of diluted liquid) per sqm in one coatand ensure uniform finish of runway complete all as per manufacturers instructions and complete all as specified and directed by Engineer-in-Charge.Make :(i) Hincol CQS1h or equivalent product of Shell India Markets Pvt Ltdas specified and approved by GE Note :- (i) The tenderer shall consider the following point/ details while quoting the rate for the item :- (a) No extra amount will be paid to the contractor if excess qty of SS-2 used by the contractor than specified qty in the item.(b) Paid Vouchers and TC shall be produced for verification. |
| 15 | S&F in repair stainless steel (Grade-304) railing with chain, madeofhollowtubes, channels, platesetc., includingwelding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed by Engineer-in-Charge. |
| 16 | S&F in repair aluminium composite panel not less than 3.0 mm thick and including covered both side by encapsulated lens type retro reflective sheet (grade 3 M type II diamond grade of any base,with and including all type and any size of writting letters and symbols of reflective type including complete all as specified and directed by Engineer-in-Charge. |
| 17 | S&F for stainless steel letters (any from A to Z) 300 mm height, 25mm width and 25mm depth made of 0.79 mm thick (22 gauges) stainless steel 304 grade with seemless welding rubbed polished (Golden/Silver/Rose Gold) and edges made smooth with necessary fixing devices like SS screws or as per manufactur\"s instruction to fixed on ACP sheet framed in MS Iron Frame, wall or stone complete all as specified and directed by Engr -in-charge. |
| 18 | Dismantiling wrought iron or mild steel work of any description not otherwise provided for etc complete all as specified and directed by Engineer-in-Charge. |
| 19 | M&L for framed work such as grill, gratings, etc with ends of bars shoulderedand /or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks,frame work for notice board and similar work corn-conforming to Fe.290. Gde -E-165, complete all as specified and directed by Engineer-in-Charge. |
| 20 | M&L for preparation of new concrete surfaces of any description (Road side cement concrete kerb stone in ZABRA Pattern) and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge. |
| 21 | Dismantaling Stone slabs and tiles laid dry or laid dry and pointed of any description or thickness in floors, aprons etc. complete all as specified and as directed by the Engineer-in-Charge. |
| 22 | Demolition of concrete in ground floors and pavingnexc 15cm thickness (below or above ground level) complete all as specified and as directed by the Engineer-in-Charge. |
| 23 | M&L for cement concrete 1:2:4, type - B-1 (20mm graded stone aggregate) as in Coping, Roof covering laid in slope, Holdfast including necessary formwork and weathering, slightly rounded or chamfered angles and throating,pcc for kerb stone base finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 24 | M&L for 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 curveshall not to more than 5mm), including making drainage opening wherever required complete all as specified and as directed by the Engineer-in-Charge. |
| 25 | M&L for 100 mm thick cement concrete 1:4:8, type D-2,(40mm graded crushed stone aggregate) finishing cement concrete surface even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 26 | M&L for 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approvedcolour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over and including 50mmthick 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 ofpaver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by the Engineer-in-Charge. |
