|
| 1 | Part A (Road Work) |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of thorny jungle |
| 3 | Andwapurenito Rehnawalimata Road |
| 4 | Rajakhera to Basai Gheeyaram |
| 5 | Devkhera to Ghari Jonawad Km 0/0 to 1/0 |
| 6 | Andwapurenito Pakkapura Km 0/0 to 1/0 |
| 7 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. |
| 8 | Andwapurenito Rehnawalimata Road |
| 9 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 10 | Rajakhera to Basai Gheeyaram |
| 11 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.By Mechanical Means with all lead |
| 12 | Andwapurenito Rehnawalimata Road |
| 13 | Rajakhera to Basai Gheeyaram |
| 14 | Devkhera to Ghari Jonawad Km 0/0 to 1/0 |
| 15 | Andwapurenito Pakkapura Km 0/0 to 1/0 |
| 16 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 17 | Andwapurenito Rehnawalimata Road |
| 18 | Rajakhera to Basai Gheeyaram |
| 19 | Andwapurenito Pakkapura Km 0/0 to 1/0 |
| 20 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 21 | Andwapurenito Rehnawalimata Road |
| 22 | Rajakhera to Basai Gheeyaram |
| 23 | Devkhera to Ghari Jonawad Km 0/0 to 1/0 |
| 24 | Andwapurenito Pakkapura Km 0/0 to 1/0 |
| 25 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) |
| 26 | Andwapurenito Rehnawalimata Road |
| 27 | Rajakhera to Basai Gheeyaram |
| 28 | Andwapurenito Pakkapura Km 0/0 to 1/0 |
| 29 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case - IIBy Mechanical Means Bitumen (VG-30) |
| 30 | Andwapurenito Rehnawalimata Road |
| 31 | Rajakhera to Basai Gheeyaram |
| 32 | Devkhera to Ghari Jonawad Km 0/0 to 1/0 |
| 33 | Andwapurenito Pakkapura Km 0/0 to 1/0 |
| 34 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 By Mechanical Means Type B Bitumen (VG-30) |
| 35 | Andwapurenito Rehnawalimata Road |
| 36 | Rajakhera to Basai Gheeyaram |
| 37 | Devkhera to Ghari Jonawad Km 0/0 to 1/0 |
| 38 | Andwapurenito Pakkapura Km 0/0 to 1/0 |
| 39 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. |
| 40 | Andwapurenito Rehnawalimata Road |
| 41 | Rajakhera to Basai Gheeyaram |
| 42 | Andwapurenito Pakkapura Km 0/0 to 1/0 |
| 43 | Construction ofun-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). |
| 44 | Andwapurenito Rehnawalimata Road |
| 45 | Rajakhera to Basai Gheeyaram |
| 46 | Devkhera to Ghari Jonawad Km 0/0 to 1/0 |
| 47 | Part B (Box Culvert) |
| 48 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.Ordinary soil Upto 3 m depth |
| 49 | Andwapurenito Rehnawalimata Road |
| 50 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202. |
| 51 | Andwapurenito Rehnawalimata Road |
| 52 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for \"AA\" class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 1.50 M x 1.50 M |
| 53 | Andwapurenito Rehnawalimata Road |
| 54 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5) |
| 55 | Andwapurenito Rehnawalimata Road |
| 56 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble MasonryIn 1:4 cement mort |
| 57 | Andwapurenito Rehnawalimata Road |
| 58 | Providing and laying cement concrete coping 1:2:4 mix, complete as per specifications 75 mm thick |
| 59 | Andwapurenito Rehnawalimata Road |
| 60 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 61 | Andwapurenito Rehnawalimata Road |
| 62 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 63 | Andwapurenito Rehnawalimata Road |
| 64 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. |
| 65 | Andwapurenito Rehnawalimata Road |
| 66 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.By Mechanical Means with all lead |
| 67 | Andwapurenito Rehnawalimata Road |
| 68 | Construction ofun-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). |
| 69 | Andwapurenito Rehnawalimata Road |
| 70 | Part C (Syphon) |
| 71 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.Ordinary soil Upto 3 m depth |
| 72 | Andwapurenito Rehnawalimata Road |
| 73 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5) |
| 74 | Andwapurenito Rehnawalimata Road |
| 75 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry In 1:4 cement mortar |
| 76 | Andwapurenito Rehnawalimata Road |
| 77 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.600 mm dia |
| 78 | Andwapurenito Rehnawalimata Road |
| 79 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 75 mm thick |
| 80 | Andwapurenito Rehnawalimata Road |
| 81 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 82 | Andwapurenito Rehnawalimata Road |
| 83 | Part D (Road Furtinure) |
| 84 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 |
| 85 | Andwapurenito Rehnawalimata Road |
| 86 | Rajakhera to Basai Gheeyaram |
| 87 | Devkhera to Ghari Jonawad Km 0/0 to 1/0 |
| 88 | Andwapurenito Pakkapura Km 0/0 to 1/0 |
| 89 | Providing and erecting direction and place identification of semi reflective sign boards as perIRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour.Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board |
| 90 | Andwapurenito Rehnawalimata Road |
| 91 | Rajakhera to Basai Gheeyaram |
| 92 | Devkhera to Ghari Jonawad Km 0/0 to 1/0 |
| 93 | Andwapurenito Pakkapura Km 0/0 to 1/0 |
