|
| 1 | Clearing and Grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such tees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soild not exceeding 150mm in thickness as per Technical Specification Clause 201. |
| 2 | Earth work excavation in all types of soils for the construction of roadway embankment to the required line, grade, slope and level as per drawings including stacking reusable materials and disposal of unwanted excavated material with a lead of 1 Km and all lift as per Technical Specification clause 301 of MORT&H specifications complete and as directed by Engineer FOR CUTTING. |
| 3 | Scarifying the existing BT Surface/ WBM upto 50mm deep including all labour charges for levelling and sectioning all other incidental charges etc. complete. |
| 4 | WetMix Macadam (Table 400-13) Providing, laying, Spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper 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, Complete as per clause 406) |
| 5 | Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 111, 112, 502 & 900 of MORTH Vth Revision – over WMM/WBM |
| 6 | Tackcoat - Providing and applying tack coat with bitumen emulsion (Rs-1 type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 111, 112, 503 & 900 of MORTH Vth Revision – over granular surfaces treated with primer |
| 7 | Bituminous Macadam: Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade -30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 111, 112, 507 900 MORTH Vth Revision – Grading II (Table 500-7) |
| 8 | Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade – 30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 completed in all respects) – Grading II |
| 9 | Providing and laying of carted earth including cost and conveyance of the same to work site, including labour charges for laying and spreading, hire and fuel charges for all T&P employed etc., complete and as directed by the departmental engineers for making up low berms. |
| 10 | Providing compaction for berms using the box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers for making up of low berms (Labour charges only) |
| 11 | Providing RCC M15 grade precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and painting etc., complete (as per MORT&H specification No 804) |
| 12 | Providing RCC M15 grade precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and painting etc., complete (as per MORT&H specification No 804) |
| 13 | Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorizing glass beads@ 250gms per Sqm area, thickness of 2.5mm in exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MORT&H specification No. 803 |
| 14 | Providing and fixing reflective road studs of category \"A\" Raised pavement markers made out of polycarbonate/ methyl methecrylate/ ABS moulded body confirming to ASTM D 788 and reflective panels with microprismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The Reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH.33023/10/97 DO.III dt 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 sq.cm. on each side and the slope to the base shall be 35+/-5 decree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2mm and height not leass than 30+/-2mm) from the body is to be minimum value of 500 Kgf. Fixing will be by drilling holed on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., complete |
| 15 | Providing and fixing of Retro - Reflectorised Cautionary, mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC 67:2010 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67:2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro-Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Spec. No.801) |
| 16 | Providing and erecting direction and place identfication retro-reflectorised sign as per IRC:67 made of high intensity grade sheet vide clause 801.3 fixed over aluminum sheeting, 200 mm thick with area not exceeding 0.90 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with means of M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 |
| 17 | Construction of Slab Culvert |
| 18 | Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION OF ABUTMENTS AND WINGS |
| 19 | Construction of Slab Culvert @ Ch.921, 1105, 1195, 1320, 1385, 1551, 1812, 1983, 2032, 2187, 2329, 2693, 2970 & 3090 [13 Nos.](13x63.69=827.97) |
| 20 | Construction of Slab Culvert @ Ch.651 & 1684 [2 Nos.](2x67.07=134.14) |
| 21 | Construction of Slab Culvert @ Ch.6183, 6360, 6459, 6795, 6938, 7260, 7311, 7356, 7416 & 8035 [10 Nos.](10x63.69=636.9) |
| 22 | Construction of Slab Culvert @ Ch.6713 & 7100 [2 Nos.](2x67.07=134.14) |
| 23 | Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for FOOTINGS OF ABUTMENTS AND WINGS below Sill Level |
| 24 | Construction of Slab Culvert @ Ch.921, 1105, 1195, 1320, 1385, 1551, 1812, 1983, 2032, 2187, 2329, 2693, 2970 & 3090 [13 Nos.](13x42.04=546.52) |
| 25 | Construction of Slab Culvert @ Ch.651 & 1684 [2 Nos.](2x39.27=78.54) |
| 26 | Construction of Slab Culvert @ Ch.6183, 6360, 6459, 6795, 6938, 7260, 7311, 7356, 7416 & 8035 [10 Nos.](10x42.04=420.4) |
| 27 | Construction of Slab Culvert @ Ch.6713 & 7100 [2 Nos.](2x39.27=78.54) |
| 28 | Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plantsand incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for FOOTINGS OF ABUTMENTS AND WINGS above Sill Level |
| 29 | Construction of Slab Culvert @ Ch.921, 1105, 1195, 1320, 1385, 1551, 1812, 1983, 2032, 2187, 2329, 2693, 2970 & 3090 [13 Nos.](13x26.95=350.35) |
| 30 | Construction of Slab Culvert @ Ch.651 & 1684 [2 Nos.](2x27.45=54.9) |
| 31 | Construction of Slab Culvert @ Ch.6183, 6360, 6459, 6795, 6938, 7260, 7311, 7356, 7416 & 8035 [10 Nos.](10x26.95=269.5) |
| 32 | Construction of Slab Culvert @ Ch.6713 & 7100 [2 Nos.](2x27.45=54.9) |
| 33 | Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all otherincidental chargeas, etc., complete for BED BLOCK CUM DIRT WALL OVER mABUTMENTS. |
| 34 | Construction of Slab Culvert @ Ch.921, 1105, 1195, 1320, 1385, 1551, 1812, 1983, 2032, 2187, 2329, 2693, 2970 & 3090 [13 Nos.](13x1.89=24.57) |
| 35 | Construction of Slab Culvert @ Ch.651 & 1684 [2 Nos.](2x2.05=4.1) |
| 36 | Construction of Slab Culvert @ Ch.6183, 6360, 6459, 6795, 6938, 7260, 7311, 7356, 7416 & 8035 [10 Nos.](10x1.89=18.9) |
| 37 | Construction of Slab Culvert @ Ch.6713 & 7100 [2 Nos.](2x2.05=4.1) |
| 38 | Providing and fixing seepage pipes of 100mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900 mm dia semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing,etc,complete to drain the backfill. |
| 39 | Construction of Slab Culvert @ Ch.921, 1105, 1195, 1320, 1385, 1551, 1812, 1983, 2032, 2187, 2329, 2693, 2970 & 3090 [13 Nos.](13x12=156) |
| 40 | Construction of Slab Culvert @ Ch.651 & 1684 [2 Nos.](2x12=24) |
| 41 | Construction of Slab Culvert @ Ch.6183, 6360, 6459, 6795, 6938, 7260, 7311, 7356, 7416 & 8035 [10 Nos.](10x12=120) |
| 42 | Construction of Slab Culvert @ Ch.6713 & 7100 [2 Nos.](2x12=24) |
| 43 | Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete |
| 44 | Construction of Slab Culvert @ Ch.921, 1105, 1195, 1320, 1385, 1551, 1812, 1983, 2032, 2187, 2329, 2693, 2970 & 3090 [13 Nos.](13x4.62=60.06) |
| 45 | Construction of Slab Culvert @ Ch.651 & 1684 [2 Nos.](2x4.62=9.24) |
| 46 | Construction of Slab Culvert @ Ch.6183, 6360, 6459, 6795, 6938, 7260, 7311, 7356, 7416 & 8035 [10 Nos.](10x4.62=46.2) |
| 47 | Construction of Slab Culvert @ Ch.6713 & 7100 [2 Nos.](2x4.62=9.24) |
| 48 | Providing and fixing Bituminous Felt Expansion Joint in between Deck slab over abutments and piers as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealent etc, complete, |
| 49 | Construction of Slab Culvert @ Ch.921, 1105, 1195, 1320, 1385, 1551, 1812, 1983, 2032, 2187, 2329, 2693, 2970 & 3090 [13 Nos.](13x2.2=28.6) |
| 50 | Construction of Slab Culvert @ Ch.651 & 1684 [2 Nos.](2x2.75=5.5) |
| 51 | Construction of Slab Culvert @ Ch.6183, 6360, 6459, 6795, 6938, 7260, 7311, 7356, 7416 & 8035 [10 Nos.](10x2.2=22) |
| 52 | Construction of Slab Culvert @ Ch.6713 & 7100 [2 Nos.](2x2.75=5.5) |
| 53 | Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for DECK SLAB |
| 54 | Construction of Slab Culvert @ Ch.921, 1105, 1195, 1320, 1385, 1551, 1812, 1983, 2032, 2187, 2329, 2693, 2970 & 3090 [13 Nos.](13x2.55=33.15) |
| 55 | Construction of Slab Culvert @ Ch.651 & 1684 [2 Nos.](2x3.88=7.76) |
| 56 | Construction of Slab Culvert @ Ch.6183, 6360, 6459, 6795, 6938, 7260, 7311, 7356, 7416 & 8035 [10 Nos.](10x2.55=25.5) |
| 57 | Construction of Slab Culvert @ Ch.6713 & 7100 [2 Nos.](2x3.88=7.76) |
| 58 | Filling behind Abutments and wings with cut earth (Labour Charges Only) |
| 59 | Construction of Slab Culvert @ Ch.921, 1105, 1195, 1320, 1385, 1551, 1812, 1983, 2032, 2187, 2329, 2693, 2970 & 3090 [13 Nos.](13x13.8=179.4) |
| 60 | Construction of Slab Culvert @ Ch.651 & 1684 [2 Nos.](2x20.55=41.1) |
| 61 | Construction of Slab Culvert @ Ch.6183, 6360, 6459, 6795, 6938, 7260, 7311, 7356, 7416 & 8035 [10 Nos.](10x13.8=138) |
| 62 | Construction of Slab Culvert @ Ch.6713 & 7100 [2 Nos.](2x20.55=41.1) |
| 63 | Supply and Fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete, Fe-500 grade-1 MT. For bars upto 16mm dia. |
| 64 | Construction of Slab Culvert @ Ch.921, 1105, 1195, 1320, 1385, 1551, 1812, 1983, 2032, 2187, 2329, 2693, 2970 & 3090 [13 Nos.](13x0.556=7.23) |
| 65 | Construction of Slab Culvert @ Ch.651 & 1684 [2 Nos.](2x0.671=1.34) |
| 66 | Construction of Slab Culvert @ Ch.6183, 6360, 6459, 6795, 6938, 7260, 7311, 7356, 7416 & 8035 [10 Nos.](10x0.556=5.56) |
| 67 | Construction of Slab Culvert @ Ch.6713 & 7100 [2 Nos.](2x0.671=1.34) |
| 68 | Construction of Retaining Wall |
| 69 | Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton hard red earth shales, murram gravel stoney earth and earth mixed with small size bouldersas per SS20B for FOUNDATION OF RETAINING WALL |
| 70 | H.G.S |
| 71 | Construction of Retaining Wall @ Ch.1395-1450 [L/s], 1580-1620 [L/s], 1620-1632 [L/s], 1640-1650 [L/s], 1820-1860 [L/s], 1930-1980 [L/s], 1980-2030 [L/s], 2360-2383 [L/s], 2388-2440 [L/s], 2710-2767 [L/s], 2758-2770 [R/s] & 2777-2782 [L/s] |
| 72 | Construction of Retaining Wall @ 6660-6700 [L/s], 6700-6730 [L/s], 6700-6730 [R/s] & 7165-7185 [L/s] |
| 73 | S.D.R |
| 74 | Construction of Retaining Wall @ Ch.1395-1450 [L/s], 1580-1620 [L/s], 1620-1632 [L/s], 1640-1650 [L/s], 1820-1860 [L/s], 1930-1980 [L/s], 1980-2030 [L/s], 2360-2383 [L/s], 2388-2440 [L/s], 2710-2767 [L/s], 2758-2770 [R/s] & 2777-2782 [L/s] |
| 75 | Construction of Retaining Wall @ 6660-6700 [L/s], 6700-6730 [L/s], 6700-6730 [R/s] & 7165-7185 [L/s] |
| 76 | Plain Cement Concrete 1:2:4 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF RETAINING WALL |
| 77 | Construction of Retaining Wall @ Ch.1395-1450 [L/s], 1580-1620 [L/s], 1620-1632 [L/s], 1640-1650 [L/s], 1820-1860 [L/s], 1930-1980 [L/s], 1980-2030 [L/s], 2360-2383 [L/s], 2388-2440 [L/s], 2710-2767 [L/s], 2758-2770 [R/s] & 2777-2782 [L/s] |
| 78 | Construction of Retaining Wall @ 6660-6700 [L/s], 6700-6730 [L/s], 6700-6730 [R/s] & 7165-7185 [L/s] |
| 79 | Vibrated Cement Concrete 1:2:4 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for STEM AND BATTER PORTION OF RETAINING WALL |
| 80 | Construction of Retaining Wall @ Ch.1395-1450 [L/s], 1580-1620 [L/s], 1620-1632 [L/s], 1640-1650 [L/s], 1820-1860 [L/s], 1930-1980 [L/s], 1980-2030 [L/s], 2360-2383 [L/s], 2388-2440 [L/s], 2710-2767 [L/s], 2758-2770 [R/s] & 2777-2782 [L/s] |
| 81 | Construction of Retaining Wall @ 6660-6700 [L/s], 6700-6730 [L/s], 6700-6730 [R/s] & 7165-7185 [L/s] |
| 82 | Providing and fixing seepage pipes of 100mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900 mm dia semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc.,complete |
| 83 | Construction of Retaining Wall @ Ch.1395-1450 [L/s], 1580-1620 [L/s], 1620-1632 [L/s], 1640-1650 [L/s], 1820-1860 [L/s], 1930-1980 [L/s], 1980-2030 [L/s], 2360-2383 [L/s], 2388-2440 [L/s], 2710-2767 [L/s], 2758-2770 [R/s] & 2777-2782 [L/s] |
| 84 | Construction of Retaining Wall @ 6660-6700 [L/s], 6700-6730 [L/s], 6700-6730 [R/s] & 7165-7185 [L/s] |
| 85 | Providing and laying of Carted earth including cost and conveyance of the same to work site, including labour charges for laying and spreading, hire and fuel charges for all T&P employed etc., complete and as directed by the departmental engineers FILLING BEHIND THE RETAINING WALL |
| 86 | Construction of Retaining Wall @ Ch.1395-1450 [L/s], 1580-1620 [L/s], 1620-1632 [L/s], 1640-1650 [L/s], 1820-1860 [L/s], 1930-1980 [L/s], 1980-2030 [L/s], 2360-2383 [L/s], 2388-2440 [L/s], 2710-2767 [L/s], 2758-2770 [R/s] & 2777-2782 [L/s] |
| 87 | Construction of Retaining Wall @ 6660-6700 [L/s], 6700-6730 [L/s], 6700-6730 [R/s] & 7165-7185 [L/s] |
| 88 | Filling behind the Retaining Wall with Foundation earth (Labour Charges Only) |
| 89 | Construction of Retaining Wall @ Ch.1395-1450 [L/s], 1580-1620 [L/s], 1620-1632 [L/s], 1640-1650 [L/s], 1820-1860 [L/s], 1930-1980 [L/s], 1980-2030 [L/s], 2360-2383 [L/s], 2388-2440 [L/s], 2710-2767 [L/s], 2758-2770 [R/s] & 2777-2782 [L/s] |
| 90 | Construction of Retaining Wall @ 6660-6700 [L/s], 6700-6730 [L/s], 6700-6730 [R/s] & 7165-7185 [L/s] |
| 91 | Providing CC Pavement |
| 92 | Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton hard red earth shales, murram gravel stoney earth and earth mixed with small size bouldersas per SS20B for FOUNDATION OF BODY WALLS |
| 93 | Providing CC Pavement @ Ch.1107-1167, 1475-1570, 1950-2031, 2189-2260, 2340-2370, 2660-2692, 2695-2770, 2860-2900 & 2975-3005 |
| 94 | Providing CC Pavement @ Ch.6/600-6/720 |
| 95 | Plain Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF CC PAVEMENT |
| 96 | Providing CC Pavement @ Ch.1107-1167, 1475-1570, 1950-2031, 2189-2260, 2340-2370, 2660-2692, 2695-2770, 2860-2900 & 2975-3005 |
| 97 | Providing CC Pavement @ Ch.6/600-6/720 |
| 98 | Plain Cement Concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for WEARING COAT OF CC PAVEMENT |
| 99 | Providing CC Pavement @ Ch.1107-1167, 1475-1570, 1950-2031, 2189-2260, 2340-2370, 2660-2692, 2695-2770, 2860-2900 & 2975-3005 |
| 100 | Providing CC Pavement @ Ch.6/600-6/720 |
| 101 | Repairs to Culvert @ Ch.2772 |
| 102 | Vibrated Cement Concrete 1:2:4 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE |
| 103 | Repairs to Culvert Body Wall @ Ch.6054-6066 [B/s] & 7835-7855 [B/s] |
| 104 | Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton hard red earth shales, murram gravel stoney earth and earth mixed with small size bouldersas per SS20B for FOUNDATION OF BODY WALLS |
| 105 | Plain Cement Concrete 1:2:4 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE |
| 106 | Vibrated Cement Concrete 1:2:4 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for STEM BODY WALL & PARAPETS |
| 107 | Providing and fixing seepage pipes of 100mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900 mm dia semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., complete |
| 108 | Providing and laying of Carted earth including cost and conveyance of the same to work site, including labour charges for laying and spreading, hire and fuel charges for all T&P employed etc., complete and as directed by the departmental engineers FILLING BEHIND THE BODY WALL |
| 109 | Providing Metal Crash Barrier @ Ch.1650-1750, 1860-1930 & 2800-2900 |
| 110 | Providing and erecting Single Sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall \"W\" beams, posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc mass of 550 gms/sqm,minimum 950mm above road/ ground level, fixed on ISMC series channel vertical post 150x75x75mm spaced 2m centre to centre 312mmx83mm flange width x 3mm thick 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a length of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all completed as per Technical Specifications and as directed by the Engineer-in-charge |
