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| 1 | PART-A (Road Work)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. As per MORT&H Specification No. 301 (3.6). |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. As per MORT&H Specification NO. 3.19 (305). |
| 3 | Construction of embankment with approved material obtained from borrow pits all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MoRT&H clause 305 (3.16) & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work. (Carted Earth) |
| 4 | Dismantling of Flexible Pavements and disposal of dismantled Material upto a lead of 1000metres, stacking serviceable and unserviceable materials separately (For Bitumen Coarse). As per MORT&H Specification No. 2.05A (202). |
| 5 | Dismantling of Flexible Pavements and disposal of dismantled Material upto a lead of 1000metres, stacking serviceable and unserviceable materials separately (For Granular Coarse). As per MORT&H Specification No. 2.05B (202). |
| 6 | Sand Fillling in foundation trenches as per drawing and technical specification Clause 304 SI NO- 12.03 |
| 7 | Providing, laying spreading & compacting of granular sub-base by providing coarse graded (Gr-1) materials, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete and including all machinery charges & including all labour, T&P etc required for proper completion of the work. as directed by Engineer Incharge. As per MoRT&H clause 401(b) |
| 8 | Providing, laying, Spreading & Compacting graded stone aggregate of approved quarry to wet mix macadam (WMM) specification including premixing the material with water at O.M.C. in machenical mix plant carriege of mixed material by tipper to site, lating 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 MoRT&H clause 406 & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work as per MoRT&H Specification 406. |
| 9 | Providing & applying Primer Coat with bitumen emulsion SS-1 on prepared surface of granular base including cleaning of road surface and spreading primer at the rate of 0.70 Kg./Sqm. Using machanical means. Before Applying prime coat, the surface will be cleaned with Mechanical broom and water will also be sprinkled with water tanker to keep the surface Moist. The Prime coat will be applied 24 hrsbefore the application of bituminous course including all Taxes, Material, Labour, T&P etc required for proper completion of the work. |
| 10 | Providing and laying Dense Graded Bituminous Macadam Higher TPH Batch mix Type using crushed aggregates of specified grading-I, premixed with bituminous binder VG-30 @ 4.00% by weight of total mix and filler, transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth Wheeled vibratory & Tandom Rollars to acheive the desired compaction as per MORT&H Specifications clause 505 Complete in all respects. (5.04) |
| 11 | Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with air compressor, including all Taxes, Material, Labour, T&P etc required for proper completion of the work. (For Bitumenous Surface). |
| 12 | Providing and laying Bituminous Concrete with Higher TPH Batch mix producing an average output of 75 tonnes per hour using crushed aggregates of specified grade II premixed with bituminous binder VG-30 @ 5.40% of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with to the required grade, level and alignment, rolling with smooth Wheeled vibratory & Tandom Rollars to acheive the desired compaction as per MORT&H Specifications clause 509 Complete in all respects. |
| 13 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete in all respects also including cost of material, labour, T&P etc required for proper completion of the work as per direction of Engineer Incharge as per MoRT&H Specification no 602. |
| 14 | Construction of Drain, Hume Pipe Culvert & Retaining WallPlain Cement cement concrete in 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate) nominal mix in Foundation and crushed stone aggregate 40 mm nominal size machenically mixed, placed in foundation and compected. As per S.I. No. 12.04 |
| 15 | Reinforced Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications Clause 1500, 1700 & 2100: As per SOR Chapter 6 S.I. No.12.08 C Case I |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (With Cement Mortar 1:4). As per DSR S.I. No. 6.1.1 |
| 17 | Pointing with cement mortar (1:3) on brickwork in substructure as per drawing and technical specification Clauses 1300 & 2200. As per SOR Chapter 6 S.I. No.13.02 |
| 18 | Plastering with cement mortar 1:3 on brick work in sub-structure complete as per drawing and Technical Specifications Clauses 1300 & 2200. As per SOR Chapter 6 S.I. No 13.03 |
| 19 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). As per S.I. No. 7.6.1 |
| 20 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. As per S.I. No. 4.1.5 |
| 21 | Supply and laying & fixing of 350mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification. |
| 22 | Supply and laying & fixing of 600mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification |
| 23 | Supply and laying & fixing of 1000mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification. |
| 24 | Minor BridgesEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. As per MORT&H Specification no. 12.1 (304). |
| 25 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification. As per MORT&H Specification no. 12.03 |
| 26 | Plain/Reinforced Cement Concrete (PCC Grade M15 ) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8A Case II. |
| 27 | Reinforced Cement Concrete (M-30) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8G Case II. |
| 28 | Plain/Reinforced cement concrete (RCC M-30) in sub-structure complete as per drawing and Technical Specifications. As per MORT&H Specification 13.05 |
| 29 | Furnishing and Placing Reinforced/ Prestressed (RCC Grade M 30) cement concrete in super-structure as per drawing and Technical Specification. As per MORT&H Specification no. 14.1C. |
| 30 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth/Above level (Thermo-Mechanically Treated bars of grade Fe-500D or more.). As per DSR S.I. No. 5.22.6 |
| 31 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications, all complete as per clause 2702 As per MORT&H Specification no. 14.4 |
| 32 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC 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 MORT&H Specification no. 13.8 |
| 33 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. As per MORT&H Specification no. 13.9. |
| 34 | Drainage Spouts complete as per drawing and Technical specification. As per MORT&H Specification no. 14.9 |
| 35 | 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 no. 13.10. |
| 36 | Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604. As per MORT&H Specification no. 14.17 |
| 37 | Dismantling R.C.C. work manually by mechenical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as directed by Engineer-In-Charge. As per S.I. no. 15.30 |
| 38 | Dewaterng of water trenches during excavation, concreting, masonary works upto sub soil/ water level including hire charges of 5 H.P. |
| 39 | Boring with 100 dia casing pipe including lowering & extraction, assembling, loading, unloading & cartage etc (hire charges only). |
| 40 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In mud mortar. As per S.I. 15.7.1 |
| 41 | DiversionEmpty Cement Bags of good condition (Plastic) filled with Carted Earth including filling, stiching and stacking at side of filling. |
| 42 | Part-BMaintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. including royalty on materials. GST shall be paid extra as applicable at the time of payment. |
| 43 | Part-BMaintainance of First Year (@ 0.00% of Total Work Amount of 1 to 41) |
| 44 | Part-BMaintainance of Second Year (@0.25% of Total Work Amount of 1 to 41) |
| 45 | Part-BMaintainance of Third Year (@0.50% of Total Work Amount of 1 to 41) |
| 46 | Part-BMaintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 41) |
| 47 | Part-BMaintainance of Fifth Year (@1% of Total Work Amount of 1 to 41) Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment 3- Maintenance will be calculated on value of actual work done. Please Enable Macros to View BoQ information |