|
| 1 | Construction of embankment with 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. as per Technical Specification Clause 301.5 & MORD SR N0-3.4 (Including labour cess but GST will be paid extra as applicable) (Cartage Earth) For embankment & Diversion |
| 2 | GSB-Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/Tractor mounted appropriate equipment on prepaire suface mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per clause 401 & MORD SR N0-4.1 (Including labour cess but GST will be paid extra as applicable) For Diversion |
| 3 | CTSB- Providing, Laying and spreading Material on a prepared sub grade, adding cement (OPC) @ 2% by weight to the spread material, manully, mixing in place with rotavator and compaction with the road roller at OMC to achive the desired unconfined compressive strength and to from a layar sub-base. (Including labour cess but GST will be paid extra as applicable) |
| 4 | CTB- Providing, Laying and spreading Material on a prepared su-base, adding cement (OPC) @ 4% by weight to the spread material, manully, mixing in place with rotavator and compaction with the road roller at OMC to achive the desired unconfined compressive strength and to from a layar base. (Including labour cess but GST will be paid extra as applicable) |
| 5 | Tack Coat- Providing and applying tack coat with bitumen VG- 10 grade using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. As per T.S.C. 503 & MORD SR N0-5.2(IV). (Including labour cess & Bitumne but GST will be paid extra as applicable) |
| 6 | Premix Carpet- Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates (Dala quarry) either using VG-10 grade bitumen to required line grade and level to serve as wearing coarse on a previously prepared base by manual means including mixing in a sutabule mixol laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. as per T.S.C. 508. & MORD SR N0-5.9 (Including labour cess & Bitumne but GST will be paid extra as applicable) |
| 7 | Seal Coat type C- Providing and laying seal coat by manual means with VG- 10 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per T.S.C. 510 & MORD SR N0-5.12 (Including labour cess & Bitumne but GST will be paid extra as applicable) |
| 8 | Providing and laying RCC Hume Pipe NP-3 Including collars/spigot and socket type joint confirming to BIS specification as per IS 458:2003 for 1000 mm Dia Hume pipe. (Including labour cess but GST will be paid extra as applicable) For Diversion. |
| 9 | Dismantling brick work or stone work in lime or cement mortar and including stacking of material as directed by the Engineer-in-charge within a distance of 60m. (200 ft) As per S.I. No. 692 (Including labour cess but GST will be paid extra as applicable) |
| 10 | Dismantling Reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 M. asper SI. NO. 694. (Including labour cess but GST will be paid extra as applicable) |
| 11 | 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 section within all lifts and lead upto 1000m. As per PWD Specification & S.I.No. 251. complete in all respect as per directions of Engineer in charge. (Including labour cess but GST will be paid extra as applicable) (Box Culvert & Protection) |
| 12 | PCC 1:3:6 in Foundation 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. (Using batching plant) As per MoRT&H Specification & Clause No. 2100, 12.04 Sub Anaalsis Concret 21.02, (Using Batching Plant) complete in all respect as per directions of Engineer in charge. (Including labour cess but GST will be paid extra as applicable) (Box Culvert) |
| 13 | Reinforced Cement Concrete in Foundation of M30 Grade using batching palant transit mixer and concrete pump including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess. RCC Grade M 30 using batching plant transit mixer & Concrete pump, complete as per Drawing and Technical Specification. As per MoRT&H Specification & Clause No. 1500, 1700, 2100, 12.08 G Case (II) Sub Anaalsis 21.09, (Using Batching Plant) complete in all respect as per directions of Engineer in charge. (Including labour cess but GST will be paid extra as applicable) (For Foundation, Box Culvert) |
| 14 | (M30) Furnishing and Placing Reinforced cement concrete in wall and slab as per drawing and Technical Specification As per MoRT&H Specification & Clause No. 1500, 1600, 1700, 14.01 C Case (II) Sub Anaalsis 21.09, (Using Batching Plant) complete in all respect as per directions of Engineer in charge. (Including labour cess but GST will be paid extra as applicable) (For Wall & Slab, Box Culvert) |
| 15 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. 1600 & MoRTH SR N0-12.42 (Including labour cess but GST will be paid extra as applicable) |
| 16 | Reinforced Cement Concrete in wearing coat of M30 Grade using batching palant transit mixer and concrete pump including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess. RCC Grade M 30 using batching plant transit mixer & Concrete pump, complete as per Drawing and Technical Specification. As per MoRT&H Specification & Clause No. 1500, 1600, 1700, 14.01 C Case (II) Sub Anaalsis 21.09, (Using Batching Plant) complete in all respect as per directions of Engineer in charge. (Including labour cess but GST will be paid extra as applicable) (Box Culvert) |
| 17 | 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. As per SI 13.08 & MoRTH SR N0-2706 & 2200 (Including labour cess but GST will be paid extra as applicable) |
| 18 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 15.23 Sr.no. 710.1.4 IRC:78 & 2200 (Including labour cess but GST will be paid extra as applicable) |
| 19 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. As per MoRT&H Specification & Clause No. 710.1.4 of IRC 78 & 2504.2, 15.24 complete in all respect as per directions of Engineer in charge. (Including labour cess but GST will be paid extra as applicable) (Box Culvert) |
| 20 | Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. As per MoRT&H Specification & Clause No. 2600, 14.02 complete in all respect as per directions of Engineer in charge. (Including labour cess but GST will be paid extra as applicable) (Box Culvert) |
| 21 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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 2703, 1500, 1600 & 1700, S.No. 14.07. (Including labour cess but GST will be paid extra as applicable) |
| 22 | Providing and laying boulders apron on river bed fdor protection against scour with stone boulders weighing not less than 40 Kg each complete as per drawing and technical specification. As per MoRT&H Specification & Clause No. 2503, 16.01 complete in all respect as per directions of Engineer in charge. (Including labour cess but GST will be paid extra as applicable) (Protection) |
| 23 | Drainage Spouts complete as per drawing and Technical Specification 2705 & S.No. 15.17 (Including labour cess but GST will be paid extra as applicable) Please Enable Macros to View BoQ information |
