|
| 1 | Providing & construction one span service road to reach Island location one pier to another piers. Depth of water 1.00 m |
| 2 | Providing and Constructing Temporary Island 11.0 m diameter for Construction of Well Foundation for 5.00 m dia. Well. |
| 3 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. |
| 4 | Plain/Reinforced Cement Concrete,M 30 grade in Well Foundation in Well Curb complete as per Drawing and Technical Specification. |
| 5 | Plain/Reinforced Cement Concrete M 30 Grade, in Well Foundation in well Steining complete as per Drawing and Technical Specification. |
| 6 | Providing sleeves nuts of approved design and length in well steining bars including threading of bars and nuts and their fixing as directed by E.I.C. |
| 7 | 0.00 to 3.00 mtr. |
| 8 | 3.00 to 10.00 mtr. |
| 9 | 10.00 to 20.00 mtr. |
| 10 | Plain/Reinforced Cement Concrete,M 25 Grade in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification. |
| 11 | Sand Filling in Wells complete as per Drawing and Technical Specifications. |
| 12 | Plain/Reinforced Cement Concrete M 25 Grade , in Well Foundation in Intermediate Plugging of well complete as per Drawing and Technical Specification. |
| 13 | Plain/Reinforced Cement Concrete M 25 Grade , in Well Foundation in Top Plug of well complete as per Drawing and Technical Specification. |
| 14 | Plain/Reinforced Cement Concrete M 30 Grade , in Well Foundation in Well Caps complete as per Drawing and Technical Specification. |
| 15 | Reinforced Cement Concrete M 30 Grade ,in Substructure of bridge complete as per Drawing and Technical Specification. |
| 16 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 18 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. |
| 19 | Furnishing and Placing Reinforced cement concrete Grade M35 in super-structure as per drawing and Technical Specification |
| 20 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 21 | Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications |
| 22 | 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. |
| 23 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 24 | Drainage Spouts complete as per drawing and Technical specification |
| 25 | Reinforced cement concrete approach slab M 30 including reinforcement and formwork complete as per drawing and Technical specification |
| 26 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 27 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 28 | 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 |
| 29 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1 All kinds of soil. 2.6.1 Construction of K.C. Drain |
| 30 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm (nominal size) 4.1.6 Construction of K.C. Drain |
| 31 | Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.1 Construction of K.C. Drain |
| 32 | Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand): Flush/ Ruled/ Struck or weathered pointing 13.32.1 Construction of K.C. Drain |
| 33 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1 All kinds of soil. 2.6.1 Construction of Chute Drain |
| 34 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm (nominal size) 4.1.6 Construction of Chute Drain |
| 35 | Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.1 Construction of Chute Drain |
| 36 | Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand): Flush/ Ruled/ Struck or weathered pointing 13.32.1 Construction of Chute Drain |
| 37 | S/F of Delenator |
| 38 | Jungle clearance including uprooting of trunk vegetations grass bush and sapling of girth upto 30 cm. At a height of one meter above ground level and removal of rubbish up to a distance of 50 mtr. Outside the periphri of area cleaned. |
| 39 | Earth work in embankment with carted earth for 1 km. Lead in ordinary soil excavation to be done in regular pits not exceeding 1/2 mt. In depth and work in embankment to be done in 20 cm. Layesr including ramming and dressing the surface to required levels and slops and also including 1.50 m lift and 30 mtr. lead macanically compacted with road roller 95% P.D. as per direction by E/I. |
| 40 | Providing, laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. |
| 41 | Providing, laying and spreading Material on a prepared sub grade, adding cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. |
| 42 | Providing and laying Bituminous primer coat over granular surface with slow setting bituminous emulsion @ 7.50 kg per 10 sqm complete as per technical specification clause 502 including all cost of all material, labour, T&P etc. |
| 43 | Providng and applying tack coat with bitumen Vg-10 using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous /granular surface cleaned with machanical broom. |
| 44 | Providing, laying and rolling of open graded primix surface of 20 mm thickness composed of 13.2 mm to 5.6 mm girt @ 0.27 cum per 10 sqm aggregate using VG 10 bitumen to required line, grade and level to serve as wearing course including mixing of material in a mixall and rolling with a smooth wheeled roller 8-10 tonne capacity finished to required level and gared including cost of VG 10 stone grit, labour, T&P and all taxes, royalty, etc, complete. |
| 45 | Providing and laying of premix seal coat sealing the void in a bitumenous surface laid to be specified levels, grade and cross fall using Type C grade as per technical specification clause SL No. 5.12 B case III MORD 510 including cost VG 10 stone grit, labour, T&P and all taxes royalty etc. complete. |
| 46 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1 Please Enable Macros to View BoQ information |
