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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of light jungle. |
| 2 | Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTHspecification Clause 301 to 305). In ordInary soil In ordInary soil mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper. |
| 3 | Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil |
| 4 | Supplying, filling and stitching of empty cement bags either of plastic or jute with earth available at site of work, weight not less than 40 kg including excavation of earth, fixing of bags in position at rain damaged site, sideslopes etc. complete. |
| 5 | 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 1000 m as per Technical Specification Clause 301 to 305 with lead 501mtr to 1000 mtr |
| 6 | Providing and laying granular sub-base material (From Natural Quarry) having P.I.not more than 6, including spreading in layers not exceeding 150 mmcompacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, includingT&P and all lead of material from quarry (compacted thickness to be measured).as per MoRTH specifaction table 400-1,400-2: Grading lll |
| 7 | Providing, laying, spreading and compacting specified graded sand, gravel as per Table 400-1 as per CBR in sub base course, carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base and compacting at OMC with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification :by mechanical. |
| 8 | Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-8 & 400-9 to Water Bound Macadam specification includingspreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisitetype of Crushable screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured)Grading no.2 (63-45mm) crusher broken. |
| 9 | Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-8 & 400-9 to Water Bound Macadam specification includingspreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisitetype of Crushable screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured)Grading no.3 (53-22.4 mm) crusher broken. |
| 10 | Providing and laying mechanically mixed and vibratedCement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:4:8 mix with crushed stone aggregate 20 mm nominal size. |
| 11 | Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 Random rubble masonry In cement mortar 1:6. |
| 12 | Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand) |
| 13 | Providing & fixing precast cement concrete coping 1 :2 : 4 mix 50mm thick complete as per specification : |
| 14 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 |
| 15 | NP - 3, 300 mm dia |
| 16 | NP - 3, 600 mm dia |
| 17 | NP - 3, 1000 mm dia |
| 18 | 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 form 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 construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications Size 0.60 M x 0.60 M |
| 19 | S & F in position cut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. Ordinary km stone for NH |
| 20 | Supply of mandatory/regulatory reflective sign boards fixed on 3m long angle iron of size 65 x 65 x6 mm complete as per IRC - 67 (latest revesion) made of 2 mm thick MS sheet with stove enamelled paint and reflective symbol. Prohibitory signs 600 mm dia circular. |
| 21 | Supply of cautionary/warning refelective sign boards made out of 2mm thick M.S. sheet as per IRC - 67 (latest revision), stove enamelled and refelective symbol fixed on angle iron of size 65 x 65 x 6 mm of 3 m long. 900 mm equilateral triangle. |
| 22 | Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters, numerals, symbols etc. complete of size : 1500 x 1200 mm |
| 23 | Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters, numerals, symbols etc. complete of size : 900 x 600 mm |
| 24 | Supply of flood guage (water guage) as per IRC - 67 standards, 2 m long fixed on iron angle posts 50 x 50 x 6 mm, 2.6m long. |
| 25 | Installation of sign boards having the posts like mandantory, cautionary and informatory boards including excavation, fixing of posts in 300 mm dia. RCC hume pipe (IS marked) 1.20 m long, 75 cm embedded in ground, the in side of pipe shall be filled with cement concrete 1 : 4 : 8 with semi-circular humpat top, the pipe shall be painted white with enamel paint including transportation etc. complete. |
| 26 | For single post |
| 27 | For double post |
| 28 | 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 as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8 -10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601. |
| 29 | Providing and laying of interlocking concrete block pavements having thickness 80mm excluding edge block as per drawing and technical specifications. |
| 30 | Painting and printing letter on km stone with first quality synthetic enamel paint as per MoRTH specification clause 800 Ordinary Km Stone |
| 31 | Hindi (Matras, comma and the like not to be measured and paid. Half letters shall be counted as half) |
| 32 | White/cololur wash of trees, electric & telephone pole,guard stone etc.up to ht.of 1.5 mtr. from the ground level comprising of 0.45m.white, 0.30m. red band in middle and again 0.45m. white around the periphery complete two or more coats including trimming the bushes on the stem & the root. Trees dia upto 600 mm, pole etc. |
| 33 | Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.9, 800.10 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per latest IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4 |
| 34 | Restoration of rain cuts with soil, morrum, gravel or a mixtrue of these including all leads and lifts and cost of arrangement of land, cleaning the loose soil, benching for 300mm width, laying fresh material in layers not exceeding 250mm and compacting with plate compactor or power rammer to restore the original alignment levels and slopes complete as per MoRTH specification clause 3002. |
| 35 | Restoration of rain cuts with gravel including all leads and lifts in layer not exceeding 250mm and compacting with plate compactor or power rammer to restore the original alignment levels and slopes complete as per MoRTH specification clause 3002. |
| 36 | Making up loss of material/irregularties on shoulder to the design level by adding fresh approved soil with all leads and lifts and compacting it with plate compactor complete as per MoRTH specification clause 3003 |
| 37 | Striping excess soil from the shoulder surface including disposal of excess earth side slopes to achieve the approved level and compacting with plate compactor upto 75mm average depth complete as per MoRTH specification clause 3003 |
| 38 | Providing and laying 20 mm thick premix patching with 0.27 cum of stone chipping ( 0.18 cum of 13.2 mm size and 0.09 cum of 11.2 mm size ) mixed with14.6 kg of straight run bitumen per 10 sqm of road surface including heating of binder and aggregate, cleaning the area of patch, pot holes cut to regular shape with vertical sides, removing all loose & disintegrated material, application of tack coat @ 2.25 kg per 10 sqm., laying of patching material and compacting with 8- 10 tonne power road roller including cost of bitumen , aggregate, fuel, lubrication, binder ,hire charges of Machinery, T&P etc. |
| 39 | Providing & laying 13mm thick premix patching with 0.18 cum of stone chipping (0.12 cum of 11.2 mm size and 0.06 cum of 6.70 mm size ) mixed with 10.1 kg ofstraight run bitumen 80/100 per 10 sqm of road surface including heating of binder and aggregate, cleaning the area of patch cut to regular shape with vertical sides, removing all loose & disintegrated material, providing & application of tack coat @ 2.25 kg per 10 sqm., laying of patching material and compacting with 8-10 tonne power road roller including cost of bitumen, aggregate, fuel, lubrication, binder, hire charges of machinery, T&P etc. |
| 40 | Providing and laying premixed sand seal coat on patch area comprising of thin application of fine aggregate (0.06 cum/10 sqm) premixed with 6.8kg/10 sqm binder 80/100 grade in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material. |
| 41 | Removal of existing sealant and re-sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material hot poured rubberised bitumen of cold polysulphide type as per clause 602.2.8 with appropriate type of primer complete as per MoRTH specification clause 3005.2 |
| 42 | Fixing of km stone including earthwork, cement concrete 1:4:8, complete as per IRC standard design : ordinary km stone |
| 43 | Providing and fixing of reinforced ferro-cement drain cover designed duly marked on cover with adequate steel reinforce- ment having thickness 75mm to 150 mm, anti-corrosive bitumen painted M.S. plate, rim and on M.S. lifting hooks, admixture like plastisizer bond-improving compound, shrinkage resistant compound, abrasion resistant complete as per approved design etc. class \"AA\" loading 600 x 800 mm (125 mm thick) |
| 44 | Add extra for WBM patching work |
| 45 | Construction of Pedestal of thickness 225mm in brick masonary in CM 1:6 as per design and drawing complete with 25 mm thick plaster in CM 1:4 plaster and weather coat paint |
| 46 | Supply & Fixing of one side polished Black granite stone 20 mm thick with engraved and gold colour painted letter ( upto 200 letter) & border as per direction of engineer in charge on existing pedestals including transportation |
| 47 | Construction of Speed Breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidationand compaction and other machines required for the work including cost of Bitumen. |
| 48 | Barricating with Sal ballies as per design including tying with vertical post by coconut strings complete in all respect with two horizontal members height 1.2 mupto 1.5m above ground level and vertical supports upto 2.5 centre to centre and for 3 days period including removal and cleaning the site complete in all respect upto Three Days. |
| 49 | Making of holes in cement concrete/ Bitumenous road by power driven hammer for barricating work as per direction of Engineer in charge upto Three Days |
| 50 | Hire charges for folded type two seater sofa set (cum bed) with good quality white cloth cover upto Three Days. |
| 51 | VIP Chair Luxury cushion upto Three Days. |
| 52 | Add extra for hire charge for providing welded mesh size 25x25 mm (16SWG) over barricating (excluding hire charge of barricating ) upto Three Days. |
| 53 | Water Proof Tent with pipe pandal supported with Bamboo & Balli frame. |
| 54 | Painting of direction and place identifications of semi reflective sign boards as per IRC:67 M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. as per approved drawing and Technical Specification Clause 1701 |
| 55 | Construction of SAFE HOUSE near Halipad of size 30\" x 30\" tent with pipes structure at VIP visit site including curtain on all opening, carpet one Sofa Set, 30 Nos. chair and center table with cover ,fixing of european WC, Urinal, Wash Basin, Towl rail ,Soad Dish, Toilet self,mirror, comb, liquid soap room freshner tags, bucket,mug,towl, napkin red flag i/c provision of water & disposal as per direction of engineer incharge. |
| 56 | Construction of Halipad of circular shape with 300 mm thick (compacted) Gravel sub base including dressing, leveling, compacting and watering ofground upto 100 m dia & covering with layer of GOBER LAPE & marking of \" H\" ,outer line,approach road line etc as per direction of engineer incharge |
| 57 | Road side Drain Providing and laying Jodhpur bhura stone machine cut rough stone patti having lengh 1.20m to 1.50 m for road side drain including fixing and pointing In CM 1:3 laid over prepared on CC base as per direction of Engineer incharge. |
| 58 | Patti thickness 70 mm to .80 mm |
| 59 | Patti thickness 140 mm to 160 mm |
