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| 1 | Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8 m dia. Well. as per specification 12.09 A (Morth Specification 1200) Complet all as per Drawing and Direction of E/incharge |
| 2 | Providing and constructing one span service road to reach island location from one pier location to another pier location (Data Book Sl. No. (12.09 C) 1200) Complet all as per Drawing and Direction of E/incharge |
| 3 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. (12.10, 1200 & 1900) Complet all as per Drawing and Direction of E/incharge |
| 4 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. Well curb RCC Grade M30 using batching plant & manual placing (12.11 A (iii) (12.11 A (iii), Case II) Complet all as per Drawing and Direction of E/incharge |
| 5 | RCC Grade M30 using batching plant & Concrete pump in Well steining Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. ( \"12.11 B (vii), 1200, 1500 & 1700 Case I) Complet all as per Drawing and Direction of E/incharge |
| 6 | Sinking of 5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. (MORT&H Sr. No. 12.12A) 1200 0.00 meter to 3.00 meter Complet all as per Drawing and Direction of E/incharge |
| 7 | Sinking of 5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. (MORT&H Sr. No. 12.12A) 1200 3.00 meter to 10.00 meter Complet all as per Drawing and Direction of E/incharge |
| 8 | Sinking of 5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. (MORT&H Sr. No. 12.12A) 120010.00 meter to 16.00 meter Complet all as per Drawing and Direction of E/incharge |
| 9 | Plain/Reinforced Cement Concrete,M 25 Grade in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification.. (MORT&H Sr. No.12.11 C-ii, Case-I) 1200, 1500 & 1700 (ii) Complet all as per Drawing and Direction of E/incharge |
| 10 | Sand Filling in Wells complete as per Drawing and Technical Specifications. (MORT&H Sr. No.12.21, 1207) Complet all as per Drawing and Direction of E/incharge |
| 11 | PCC Grade M20 using batching plant & Concrete pump, Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. for Bottom Plug (MORT&H Sr. No. \"12.11 C (i) 1200, 1500 & 1700, Case-I) Complet all as per Drawing and Direction of E/incharge |
| 12 | RCC Grade M30 using batching plant transit mixer & Concrete pump. Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.(MORT&H Sr. No. 12.11 F (iii), 1200, 1500 & 1700, Case-I) Complet all as per Drawing and Direction of E/incharge |
| 13 | RCC Grade M35 using batching plant transit mixer & Concrete pump., Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (MORT&H Sr. No. \"13.05, 1500, 1700 & 2200, H p Case-I) Complet all as per Drawing and Direction of E/incharge |
| 14 | RCC Grade M35 using batching plant transit mixer & Concrete pump., Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (MORT&H Sr. No. \"13.05, 1500, 1700 & 2200, H p Case-I) Complet all as per Drawing and Direction of E/incharge |
| 15 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. For T- beem slab,. hight upto 5 meter 14.01, 1200 & 1600, 1700 D (II) P Complet all as per Drawing and Direction of E/incharge |
| 16 | RCC Grade M30 crash Berriar using batching plant transit mixer & Concrete pump. Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. (MORT&H Sr. No. 12.11 F (iii) (iii) 1200, 1500 & 1700, Case I) Complet all as per Drawing and Direction of E/incharge |
| 17 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in FOUNDATION complete as per Drawing and Technical Specifications. 12.42, 1600 Foundation Complet all as per Drawing and Direction of E/incharge |
| 18 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in FOUNDATION complete as per Drawing and Technical Specifications. 12.42, 1600 \"\"Sub structure Complet all as per Drawing and Direction of E/incharge |
| 19 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in FOUNDATION complete as per Drawing and Technical Specifications. 12.42, 1600 \"Super structure Complet all as per Drawing and Direction of E/incharge |
| 20 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (MORT&H Sr. No 12.04, 2100) Complet all as per Drawing and Direction of E/incharge |
| 21 | Modular strip/box seal expansion joint catering to a horizontal movement beyond 140 mm and upto 210 mm box/box seal joint assembly containing 3 modules/cells and comprising of edge beams, central beam, 3 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrision and installed by the manufacturer or his authorised representative.. SOR Chep. 01 (materials 13 (7) Complet all as per Drawing and Direction of E/incharge |
| 22 | Drainage Spouts complete as per drawing and Technical specification (MORT&H Sr. No. 14.09) 2705 Complet all as per Drawing and Direction of E/incharge |
| 23 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. (MORT&H Sr. No. 13.14) 2000 & 2200 Complet all as per Drawing and Direction of E/incharge |
| 24 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (MORT&H Sr. No14.04) 2702 Complet all as per Drawing and Direction of E/incharge |
| 25 | Running of 5HP pump for dewatering including arrangement of pump suction and delivery pipes and other accessories ar site including cost of POL. SOR Chep. 01 (materials 13 (8)) Complet all as per Drawing and Direction of E/incharge |
| 26 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications MORT&H Sr. No13.05) 2706 & 2200 Complet all as per Drawing and Direction of E/incharge |
| 27 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (MORT&H Sr. No13.09) 710.1.4.of IRC:78 & 2200 Complet all as per Drawing and Direction of E/incharge |
| 28 | Supplying, laying and jointing of 1000 mm dia NP-3 R.C.C. hume pipe confirming to I.S.-458 for culvert, including jointing ends, fixing collars with cement mortar of cement and coarse sand in ratio 1:2 including cost of all material, laying pipe in position to required grade and slope, labour and T&P etc. required for proper completion of work. (MORT&H Specification No.9.04) 2900 Complet all as per Drawing and Direction of E/incharge |
| 29 | Retaining Work by earth/sand filled empty cement bags filled with carted earth i/c cost of carted earth, empty cement bag, sewing open end, cartage & placing in position for proper completion of work SI No14 ch 19 Complet all as per Drawing and Direction of E/incharge |
| 30 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 in patri (MORT&H specification 3.16, 305) Complet all as per Drawing and Direction of E/incharge |
| 31 | Construction of Granular sub base (GSB) by providing coarse graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and complacting with smooth wheel roller to achieved the desired density. complete as per clause 401.B Complet all as per Drawing and Direction of E/incharge |
| 32 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density G2 (MORT&H specification 4.11, 404) Complet all as per Drawing and Direction of E/incharge |
| 33 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.G3 (MORT&H specification 4.11 404) Complet all as per Drawing and Direction of E/incharge |
| 34 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. 5.2, 503 Complet all as per Drawing and Direction of E/incharge |
| 35 | Providing and applying tack coat with bitumen using bitumenn VG-10 pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per Technical Specification Clause 503. I/c all taxes, Labour cess, levy, toll fee, royalty, cost of bitumen Contractor Profit but excluding GST. MoRTH Spec. 5.2, 503 Complet all as per Drawing and Direction of E/incharge |
| 36 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 120 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. ( MORT&H specification 5.07, 510) Complet all as per Drawing and Direction of E/incharge |
| 37 | Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. (MORT&H specification 5.09), 511 Case - II Complet all as per Drawing and Direction of E/incharge |
| 38 | Edging with 2nd Class Bricks, Laid Dry Lengthwise, Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres (MORT&H Specification 11.15 308 &1300) Complet all as per Drawing and Direction of E/incharge |
| 39 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 in patri (MORT&H specification3.16, 305) Complet all as per Drawing and Direction of E/incharge |
| 40 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical ((MoRTH Spec.710.1.4 of IRC and 2504.2,) Complet all as per Drawing and Direction of E/incharge |
| 41 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (MORT&H Specification 16.01, )2503 Complet all as per Drawing and Direction of E/incharge |
| 42 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (3.06, 301) Complet all as per Drawing and Direction of E/incharge |
| 43 | Cement concrete with 4 cm gauge approved stone aggregate, coarse sand and cement in proportion 1:3:6 in foundation, mechanically mixed and vibrated including supply of all material, labour and T&P etc. required for proper completion of work. (12.04 case II) Complet all as per Drawing and Direction of E/incharge |
| 44 | M-150 class brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. ((MORT&H Specification 13.01, 1300 & 2200)) Complet all as per Drawing and Direction of E/incharge |
| 45 | 15 mm thick plaster with 1 part of cement and 3 part ofcoarse sand over brick work including supply of all materials, labour and T&P etc. required for proper completion of work. (MORT&H Specification 13.03, 1300 & 2200) Complet all as per Drawing and Direction of E/incharge |
| 46 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 (MORT&H Specification \"12.11 C Case I) Complet all as per Drawing and Direction of E/incharge |
| 47 | Providing and laying Pitching on slpoes laid over prepared filter media including boulder apron laid dry in front of toe of embankment cpmplete as per drawing and Technical specifications (MORTH&H Specification 16.01) 2503 Complet all as per Drawing and Direction of E/incharge Please Enable Macros to View BoQ information |
