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| 1 | 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 DSR.(excluding G.S.T.) |
| 2 | Excavation for Structures:- Earth work in excavation of foundation of structures as per drawing and technical specification, induding setting out, construction of shoring and bracing removal of stumps and other deleterious matter dressing of sides and bottom and backfilling with approved material Mechanical Means (Depth upto 3 m) .as per S.I. No. 251.(excluding G.S.T.) |
| 3 | Construction of granular sub-base by providing Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. .(excluding G.S.T.) |
| 4 | 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.(excluding gst) |
| 5 | M30 Plain/Reinforced Cement Concrete in Sub structure Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing (excluding G.S.T.) |
| 6 | M30 Plain/Reinforced Cement Concrete in Super structure complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing(excluding G.S.T.) |
| 7 | M35 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M35 using batching plant transit mixer & Concrete pump.(excluding G.S.T.) |
| 8 | Providing and fabrication, transportation, storing, binding and fixing in position uncoated HYSD bar reinforcement in foundation all complete as per drawing and technical specification 1600, 2100. as per SI No 504.(excluding G.S.T.) |
| 9 | 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.(excluding gst) |
| 10 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification .(excluding G.S.T.) |
| 11 | 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. Carteg 1km.(excluding G.S.T.) |
| 12 | Providing, laying and spreading material on a prepared Sub grade adding cement @ 2% by weight to the spread material manually mixing in place Rotavator and compacting with the road roller at OMC to achieve the desired unconfined Compressive strength and to form a Layer of Sub Base.(excluding gst) |
| 13 | Providing, laying and spreading material on a prepared Sub Base, cement @ 4% by weight to the spread material manually mixing in place Rotavator and compacting with the road roller at OMC to achieve the desired unconfined Compressive strength and to form a Layer of Base.(excluding G.S.T.) |
| 14 | Providing and applying tack coat with Bitumen grade using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & Cleaned with Hydraulic broom as per Technical Specification Clause 503(excluding G.S.T.) |
| 15 | Providing, laying and rolling for open - graded premix surfacing of 20 mm thickness, composed of 13.2 mm gauge to 5.6 mm gauge aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, or in mixol laying and rolling with a smooth wheeled roller 80-100 kN static rollar capacity, finished to required level and grades as per technical specification clause 508.. .(excluding G.S.T.) |
| 16 | Providing and laying seal coat by Manual means with Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.(excluding G.S.T.) |
| 17 | Providing and laying stone boulder pitching on apron and toe laid over dry bed including boulder as per drawing and Technical specifications.(excluding G.S.T.) |
| 18 | Supply of 600 NP-3 hume pipes(excluding G.S.T.) |
| 19 | Bricks soling with straight over burnt brick/1 st class bricks laid flat and dry including preparation of sub grade to prescribed camber and including supply of bricks, filling joints, with local earth spreading coat of 1 cm (3/8”) depth of local earth of P.I. 5 to 7 or sand over the entire surface & including all materials, labour, T&P etc. required for proper completion of the work. As per DSR Sl.2023 (excluding G.S.T.) Please Enable Macros to View BoQ information |
