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| Sl. No. | Item Description |
| 1 | Description of Item (with brief specification and reference to book of specifications) |
| 2 | Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle |
| 3 | Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth including stacking useful materials on road side and disposing off remaining stuff. |
| 4 | Cold milling of existing bituminous layers, excavated material hauling and stock piling the material upto 5 km form the site. |
| 5 | Box cutting the road to proper slope and camber for making a base for road work including removing the excavated stuff and (Refilling same) depositing on road in layer wise, side slope as directed up to all lead etc. complete.including disposed the surplus soil as and where directed with all lead and lift without any extra cost etc. comp. |
| 6 | Rolling of earthwork in layers with power roller including filling in depressions which occur during the process including watering of earthwork as directed. |
| 7 | Construction of granular sub base for hard side shoulders by providing coarse graded quarry spall material, spreading in uniform layers on prepared surface, mixing by mechanical means and placing with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per Clause 400.1 grade-I. |
| 8 | Construction of granular Sub base 100 mm Thick by providing coarse graded material BTMC using metal 53mm to 26.5 mm@ 35%, aggregate 26.5 mm to 4.75 mm @ 45% and stone dusts 2.36 mm 7 below @ 20% incl. spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per Clause 401.2 Table 400.1 grade-I |
| 9 | Construction of granular Sub base 100 mm thick by providing coarse graded material BTMC gravel using size 26.5 mm to 4.75@ 75%, 2.36 mm and below @ 25% spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per Clause 401.2 Table 400.1 grade-III. |
| 10 | Providing and laying spreading and compacting graded stone aggregate to wet mix macadam 250 mm thick as per MORT&H specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tippers to site, laying in uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to achieve the desire density. |
| 11 | Providing & laying priming coat with emulsion SS-1 grade and spraying emulsion with spray set fitted on mechanical bouzer using emulsion at the rate of 7.5 Kg./10 Sqm. On WMM surface incl. cleaning the surface etc. complete. |
| 12 | Providing and laying Bitumenous Grout 75 mm Thick compected asphalt VG-30 grade at the rate of 1.99 % by weight of total mix for mixing & tack coat of VG-30 at 2.50Kg / 10 Sqm on BT surface & using BT chips of Required gradation including cleaning & heating the aggregate and asphalt by batch mix plant and spreading the same by Censor paver finisher and consolidation with vibratory roller and power roller including providing all materials , equipment , tools and plants , oil, kerosene, fire wood, labour charges etc. complete suing contracter''s own machinaries Batch mix plant and censor paver finisher etc. complete |
| 13 | Providing and laying 50 mm Thick Bitumious Mecadam B.T. Aggregate as per MORT & H specification and VG-30 for tack coat @ 2.50 Kg./10 smt. with Mechanical sprayer & Bitumen Grade VG-30 for mixing @ 34 Kg./Mt. i.e. 3.40 % by weight of total mix including heating and mixing the aggregate & asphalt in continuous batch mix plant and spreading the same by sensor paver finisher & consolidation with vibratory roller including providing all materials equipments, tools & plant, fire wood, oil, kerosene, labour charges etc. complete using contractor’s own machinery drum mix plant & paver finisher etc. complete |
| 14 | Providing and laying 25 mm thick (Compacted ) Semi -dence Bituminous concrete on exiting bituminous surface and using specified graded black trapped machine crushed aggregate with 5% Bitumen Vg-30 - 60/70 grade bitumen by Wt of total mix as per MORTH specification including heating and mixing of asphalt with B.T. chips in continuous batch mix plant and transporting same at site and speading by sensor paver finisher and consolidation the same with pair of 8 tonnes to 10 tonnes vibratory roller to achive desire density and including flusing the stone dust @0.03 cum/10smt including cost of required tools , plants, all machineries, equipment fire wood , oil, kerosene, charges etc. complete. |
| 15 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 16 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. |
| 17 | Providing and fixing pre cast C.C. M-150 indicator stone with necessary reinforcement as per I.R.C. type design in including painting, lettering etc. complete. (ii) Fixing in C.C. 1:5:10 |
| 18 | Providing and fixing pre cast C.C. M-150 guard stone with necessary reinforcements per I.R.C. type design including white washing etc. complete (ii) Fixing in C.C. 1:5:10 |
| 19 | Providing and fixing pre cast C.C. M-150 hectometer stone with necessary reinforcements per I.R.C. type design including painting, lettering etc. complete (ii) Fixing in C.C. 1:5:10 |
| 20 | Providing and fixing ordinary kilometer stone of pre-cast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design including fixing in C.C. 1:4:8 including painting, lettering etc. complete ( For N.H., S.H. and M.D.R.) |
| 21 | Providing and fixing 5th kilometer stone of pre-cast C.C. 1:2:4 as per I.R.C. type design including fixing in C.C. 1:4:8 including painting, lettering etc. complete ( For N.H., S.H. and M.D.R.) |
| 22 | Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. zebra patta /bump patta lane/center line/ edge line/cut patta. The white color marking should provide liminance coefficinet on cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years. |
| 23 | Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kgs. tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 20 mm, 130 mm and 130 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and The color of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge. |
| 24 | Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting |
| 25 | STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 cms. Octagonal as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting. |
| 26 | Village name Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90x60 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting |
| 27 | Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); size 60x50cm rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of35x35x3mm; painted with bestquality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-B Type-4 Retro Reflective sheeting |
| 28 | Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 90x30 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting |
| 29 | Providing Yellow and Black Patta ( three coat) including distempeing (Three coats) with oil bound distemper of approved brand and manufacture and of required shade on wall surfaces to give an even shade, over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth as per instruction of Engineer Inchare |
| 30 | Tree Guard sign :-Providing & fixing sign board made out of 2mm aluminium sheet / 3mm ACP (Aluminum composite Panel) ,size 30cms diameter circle, pretreated with phospheting process and acid etching, painted with one coat of epoxy primer and two coats of best quality epoxy paint reflectorised with retro reflective sheeting as per latest M.O.S.T. specifications. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting |
| 31 | Type - B, \\"THRIE\\" : Metal Beam Crash Barrier (Providing and erecting a \\"Thrie\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 811) |
| 32 | Dismentaling the existing structure including removing and stacking the dismentelled materials as and where directed. (A) R.C.C. work |
| 33 | Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft rock not requiring Blasting |
| 34 | Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(E) Hard Rock |
| 35 | Providing and casting in situ ordinary cement concerte M 150 for RCC Raft and cut off walls including necessary shuttering laying vibrating ramming and curing complete. |
| 36 | Providing and casting in situ controlled cement concrete M-250 for R.C.C. return as per drawings including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete. (A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return |
| 37 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically vibrated technology of following internal diameter. (v) 900 mm dia. |
| 38 | Providing and laying in position FE 500D TMT bar reinforcement including cutting, bending, hooking and tying complete as per detailed drawings for the following.(A) Piers (B) Abutments (C) R.C.C. Returns |
| 39 | Providing and casting in situ ordinary cement concrete M. 300 for R.C.C. solid slab including centering scaffolding curing and finishing complete. |
| 40 | Providing and casting in situ controlled cement concrete M 250 for kerb / kerb block including form work curing and finishing etc complete. |
| 41 | Providing and casting in-situ controlled cement concrete M 250 for R.C.C. works in pier cap abutment cap and dirt wall including controlled cement concrete M 350 bed block or pedestals of required size below bearing as per detailed drawing centering, shuttering, scaffolding, wherever necessary laying, vibrating, curing and finishing complete |
| 42 | Providing and casting in situ Controled cement concrete M. 200 mix for RCC Raf and Cut off Walls including necessary shutring and laying, vibrating, ramming and curing complete |
| 43 | Providing and fixing in Position Mild Stell Dowel Bars in Pier caps of abutments caps for anchorage in free end as per deailed drawing including cutting bending and welding complete |
| 44 | Providing Pre-moulded asphalt filler joints as per drawings.(A) 12mm |
| 45 | Providing and casting in situ controlled cement concrete M.400 for average 100 mm. Thick wearing coat laid as directed including tamping vibrating finishing curing and filling in joints with bitumen complete. |
| 46 | Providing PVC 100 mm. Diameter water spouts including necessary iron gratings as per drawings. |
| 47 | Providing and laying weep hole in abutmemt and returning by using A.C. pipes / PVC Pipe of 100 mm. Diameter including laying in priper grade and joining etc. comp as per detailed specifications. |
| 48 | Providing and laying filter media 600 mm thick sd directed at the back of abutments and returns and wing walls as per detailed specifications |
| 49 | Providing & laying rubble for apron ( each) stone weight not less than 40 Kg including packing & filling in the instrestices with qyarry spalls |
| 50 | Providing and fixing Marble slab including engraving and paiting complete (A) size 0.60 x 0.40 cms |
| 51 | Proving flood guage makrs on substrucure as per deisign including painting complete |
| 52 | Poviding masonry steps with cement pointing on approaches as directed |
| 53 | Providing and filling sand behind abutments and between returns in layers as directed |
| 54 | Excavation for foundaion in hard murrum and boulders and very stiff or sticky clays and oher similar strata including sorting and strutting and dewatering as necessary and diposing of excavated stuff as directed. |
| 55 | Providing & filling in foundation with ordinary cement concrete M 15 mix and providing necessary vertical pin headers including formwork vibrating ramming & curing complete. |
| 56 | Diversion of water course/providing cofferdam and bund or island as may be necessary for foundation the same for the period as may be necessary (B) Diversion by cofferdam/sland |
| 57 | Empty boring through all. sorts of strata for providing 1.20 M dia. R.C.C. bored piles to required depth including providing necessary casting pipe with all plants and equipments as required complete. |
| 58 | Providing and laying controlled cement concrete M 40 for R.C.C.bored piles of 1.50 M dia. Including ramming, vibrating and finishing Excluding Reinforcement complete. |
| 59 | Providing and fixing in position steel bar reinforcement of steel bar reinforcement of steel grade FE-550D TMT for R.C.C. bored piles as per detailed drawing including cutting hooking, tying, welding and including forming the cage and lowering it in position. complete |
| 60 | Conducting load testing (Perfer Static Load Test) of a single pile up to following capacity in accordancec with IS:2911 (Part IV) including installation of loading plate form and prepartion of pile head or construction of test cap and dismantling of test cap after test etc. with all labours, material, tools & plate, equipments, machinery, etc. complete as per drawing and Specification, as directed by the Engineer.(Initial Load Test & Routine Load Test) |
| 61 | Performing Integrity Test (low strain) on vertical pile. The item shall include chipping of weak concrete at the top of pile, leveling, bending of reinforcing bars, preparation of pile head including testing with pile driving analyser or approved equivalent. To be carried out at least 15days after concreting of piles. A specialist approved Agency shall be employed by the Contractor for the test. The test shall be carried out as per relevant ASTM code.The item is including complete testing with approved apparatus, analysis of results and conclusions including submission of test reports in three hard copies with soft copy in CD. |
| 62 | Providing and casting in-situ controlled cement concrete M 40 For R.C.C. piles cap including necessary form work vibrating, curing and finishing complete. |
| 63 | Providing and Casting in Situ controlled Cement Concrete M-35 for R.C.C Raft (Footing Pad) and cutt-off including necessary shuttering laying, vibrating ramming and curing complete. |
| 64 | Chipping and dressing of the RCC piles upto cut-off level including cleaning of reinforcement and removal of dismantled materials, etc. for providing pile caps as directed by Engineer and as per specification. |
| 65 | Providing Steel Liner 8 mm thick for pile including Fabricating and Setting out as per Detailed Drawing |
| 66 | Providing and casting in situ controlled cement M-35 for R.C.C. work in Abutment, Piers & Return wall as per drawing including centering shuttiring scaffolding where necessary laying vibrating curing and finishing complete.(A) Height from 0.0 M to 5.0 M |
| 67 | Providing and casting in situ controlled cement M-35 for R.C.C. work in Abutment, Piers & Return wall as per drawing including centering shuttiring scaffolding where necessary laying vibrating curing and finishing complete.(B) Height from 5.0 M to 10.0 M |
| 68 | Providing and casting in situ controlled cement concrete M 35 Mix for R.C.C. works in pier cap abutment cap and dirt wall including controlled cement concrete M 40 bed rock or pedestals of required drawings, centering shuttering, scaffolding wherever necessary laying vibrating curing and finishing complete. |
| 69 | Providing and laying in position fully moulded restrained elastromeric bearing as per datailed drawings. |
| 70 | Providing and casting in situ controlled cement concrete M-35 for R.C.C. work in superstructure (18.60 m RCC T Beam & Deck Slab) including centering, ramming vibrating curing and finishing complete.(B) T Beam Deck slab type of superstructure (II) T Beam Girder , Slab and Cross girder |
| 71 | Providing and placing in position FE 550D TMT bar reinforcement including cutting, bending, hooking, and tying complete as per detailed drawing.(B) T Beam Deck slab type of superstructure (II) T Beam Girder , Slab and Cross girder |
| 72 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at xpansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified |
| 73 | Providing and fixing marble slab including engraving and painting complete. (A) size 75 cm x 60 cm x 4 cm |
| 74 | Providing and casting in situ controlled cement concrete M 30 for approch slab including form work curing and finishing complete. |
| 75 | Providing and fixing in position steel bar reinforcement of steel grade T.M.T FE-550D including cutting ,bending, hooking, tying, welding etc, complete as per detailed drawing and specification (A) R.C.C.Crash barrier (B) R.C.C. Approach slab (C) Wearing coat |
| 76 | Providing and fixing in position Strip Seal Type Expansion Joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specification to be installed by the manufactyrer / supplier or their authorised |
| 77 | Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete |
| 78 | Providing and applying one coat Epoxy Phenolic primer of DFT 50 micron and two coats of Epoxy Phenolic coating of DFT 100 microns each or any other equivalent epoxy coating system to all concrete surfaces exposed to atmosphere in substructure including cost of material, labour, transportation, scaffolding and preparing the surfaces by cleaning, washing, brushing, sand / grit blasting etc. complete and as directed by Engineer and as per specification. (Paint shall be got approved from Engineer and tested from approved laboratory). |
| 79 | Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS13620-1993/ASTM-775 M including testing of coating at plant and all taxes (A) 10mm to 16mm dia bar |
| 80 | Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS13620-1993/ASTM-775 M including testing of coating at plant and all taxes (B) 20mm to 32 mm dia bar |
| 81 | Earth work for embankment in cluding breaking clods dressing With all lead and lift and including watering, rolling, and consolidation of subgrade in layers at O.MC. To required dry density including filling the depressing which occur during the proces using vibrating roller 8.T. to 10 T (A) From borrow area within any km. |
| 82 | Construction of 200 mm thick compacted GRANULAR SUB BASE ( Grading-I , Crushed B T materials of 53 mm to 9.5 mm @ 50 %, 9.5 mm to 2.36 mm @ 20 %, Below 2.36 mm @ 30 % ) by providing close graded matrial , mixing in a machanical mix plant at OMC, arriage of a mix material to work site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve desire density , complete clause as per 401. |
| 83 | Construction of 200 mm thick compacted granular sub base ( Grading-IV , Crushed B T materials of 26.5 mm to 9.5 mm @ 64 %, 9.5 mm to 4.75 mm @ 11 %, Below 4.75 mm @ 25 % ) by providing close graded matrial , mixing in a machanical mix plant at OMC, arriage of a mix material to work site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve desire density , complete clause as per 401. |
| 84 | Providing and laying 250 mm thick Wet Mix Macadam (W.M.M.) (Two layers each of 125 mm) using machine crushed black trap aggregate of 40 to 50 mm size in the material as per MORT&H specification including premixing the material with water at OMC in echanical mix plant, carriage of mixed material by tippers to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 85 | Providing and applying priming coat using Slow Setting (SS-1) emulsion Asphalt at the rate of 7.5kg/10 Sq.M. On water bound macadam / W.M.M surface etc. complete including cleaning the surface with cost of all labour materials |
| 86 | Providing & Laying 75 mm. thick Bituminous Macadam (grading-2) with B.T. Aggregate as per MORT & H specification & bituminous emulsion RS-1 for tack coat @ 2.5 Kg / 10 Sq.m. on B.T surface With Mechanical Sprayer & Bitumen Grade VG-30 for mixing @ 34 Kg. / M.T. i.e. 3.4% of total weight of mix including heating & mixing the aggregate & asphalt in drum mix plant and spreading the same by paver finisher & consolidation with vibratory roller including providing all materials equipments, tools & plants, fire wood, oil, kerosene, labour charges etc. complete using contractor's own machinery drum mix plant & paver finisher etc. complete. |
| 87 | Providing and laying 25 mm thick Semi Dense Bituminous Carpet using specified graded crushed Black trap stone aggregates as per MORTH gradation using VG-30 (60 / 70) bulk bitumen for mixing at the rate of 5.0 % (50.0 Kg./M.T.) by hot mix process in drum mix plant and hot laid process using paver finisher to the required camber and grade, including rolling with vibratory roller to achive desired density including cost of clearing using fire wood, oil, Kerosene, labour charges and hire charges of machinaries etc. complete. |
| 88 | Providing and laying Compacted 100 mm thick of Specified quarry Spall in side shoulder including carraige of material and spreading on prepared base including compacting as per MOST Specification etc… Complete |
| 89 | Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens (No Glass bead lens) capable of providing total internal reflectionof the light entering the lens face and shall support a load of 13635 kgs. tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The height, width and length shall not exceed 20 mm, 130 mm and 130 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The body of themarker should having finger grip for easy and accurate placement and application with epoxy / bituminous Adhesive as recommended by the manufacturer of the marker. The color of the marker should be as per theIRC 35-2015 and as directed by Engineer-in-charge. |
| 90 | Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 244x122 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting |
| 91 | Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting |
| 92 | Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 cms rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting |
| 93 | Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 90x30 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting |
| 94 | Excavation for foundation up to 1.50 mt depth including sorting out and stacking of useful material and disposing of the excavated stuff up to 50 mt. lead (B) Dense or Hard soil |
| 95 | Providing & Suppling of Mechanically Woven, Double Twisted,Hexagonal wire mesh Zinc+ PVC Coated Gabion boxes; Mesh opening Type : 10 x 12; Wire dia: 2.7/3.7 mm; Selvedge wire dia: 3.4mm. |
| 96 | Providing, Supply and Installation of 200 GSM Non Woven Geotextile Needle Punched. Polypropylene Material Having Minimum Roll Size of 5 mtr x 100 mtr Including all Labours & etc. Complete. |
| 97 | Providing and laying rubble pitching of 22.50 cm. thick with filling the sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and 30 cms. x 30 cms. panel wall as per the detailed drawing with necessary excavation and providing water chute of C.C. 1:3:6 at 24.00 mt. C/C providing pointing on rubble pitching in CM 1 : 3 etc. complete. |
| 98 | Providing and erecting a 'W' type metal beam crash barrier comprising of 3 mm thick corrugted sheet metal beam rail. 70 cm above road/ground level. fixed on ismc series channel verticle ost 150x75x5 mm spced 2 mt centre to centre, 1.8 mt height , 1.1 mt below ground /road level,all steel parts and fitments to be galvanised by hot dip process , all fittings to confirm to I.S 1367 and I.S 1364 , metal beam rail to be fixed on the verticle post with a spacer of channel section 150 |
| 99 | Providing Designing Supplying and Installation of Extruded Bi-Axial Polypropylene 30 kn GeoGrid Including all Labours & etc. Complete. |
| 100 | Providing Designing Supplying and Installation of Extruded Bi-Axial Polypropylene 40 kn GeoGrid Including all Labours & etc. Complete. |
| 101 | Construction of granular Sub base by providing coarse graded material gravel using size 53mm to 26.5 mm@ 35%, 26.5 mm to 4.75 mm @ 45% and coarse sand @ 20% spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per Clause 401.2 Table 400.1 grade-III. |
| 102 | Providing and laying 37.50 mm Thick Bitumious Mecadam B.T. Aggregate as per MORT & H specification and Emulsion RS-1 for tack coat @ 2.50 Kg./10 smt. with Mechanical sprayer & Bitumen Grade VG-30 ) for mixing @ 34 Kg./Mt. i.e. 3.40 % by weight of total mix including heating and mixing the aggregate & asphalt in continuous batch mix plant and spreading the same by sensor paver finisher & consolidation with vibratory roller including providing all materials equipments, tools & plant, fire wood, oil, kerosene, labour charges etc. complete using contractor’s own machinery drum mix plant & paver finisher etc. complete |
| 103 | Providing and laying 20 mm thick Mixed seal surfaceing using stone chipping and aggregates as per M.O.R.&H gradation with bitumen Grade VG-30 @ rate 5.09% of weight mix i.e.50.90 Kg/M.T. including heating the asphalt and aggregate by continuous batching drum mix plant, transporting and mixed material and spreading the same by pavers finisher and consolidation by vibratory roller of 80 KN to 100 KN static weight including providing tools, plants, firewood, oil, kerosene, labour charges etc. complete |
| 104 | Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms. Dia Circle as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting. |
| 105 | Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); size 60x50cm rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of35x35x3mm; painted with bestquality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-B Type-4 Retro Reflective sheeting |
| 106 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culvert carrying heavy traffic as per IS: 458-1991 spcifications including setting the pipes in C:M 1:2 watering and laying (to leval or slopes) of class NP3 of following internal Diameters 1200 mm Dia. Please Enable Macros to View BoQ information |
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