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| 1 | 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. [lead upto 2000m] [MORT&H] |
| 2 | 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 uncofined compessive strength and to form a layer of sub-base. |
| 3 | Providing, laying and spreading Material on a prepared sub base, 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 Sub-base / base. |
| 4 | Providing and applying tack coat with bitumen VG_10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503 [MORT&H] |
| 5 | 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 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades as per clause 510 [MORT&H]. |
| 6 | 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 as per clause 511 [MORT&H]. |
| 7 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 8 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 9 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. |
| 10 | Providing and laying cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 |
| 11 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications [MORT&H] |
| 12 | Brick soiling with straight overburnt brick laid on edge and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints, with local earth spreading blinding coats 1cm. (3/8\") deep of local earth of P.L 5 to 7 or sand over the entire surface & including labour and T&P etc. required for proper completion of work. PWD-762b |
| 13 | Proiding & Laying Cutting edge of Structural Steel weighing 43 kg per meter for Well Foundation as per drawings & section 1200 &1900 of MORT&H Specifications (2001). Dia = 4.15 m |
| 14 | Providing & layingg M 30 Grade Reinforced Cement Concrete in Well Curb as per drawings & section 1200, 1500 & 1700 of MORT&H Specifications (2001). |
| 15 | Providing & Laying M 30 Grade Reinforced Cement Concrete in Well Steining as per drawings & section 1200, 1500 & 1700 of MORT&H Specifications (2001). |
| 16 | Providing & Laying M 25 Grade Plain Cement Concrete in Bottom Plug as per drawings & section 1200, 1500 & 1700 of MORT&H Specifications (2001). |
| 17 | Providing & Laying M 25 Grade Plain Cement Concrete inIntermediate Plug as per drawings & section 1200, 1500 & 1700 of MORT&H Specifications (2001). |
| 18 | Providing & Laying M 30 Grade Reinforced Cement Concrete in Well Cap as per drawings & section 1200, 1500 & 1700 of MORT&H Specifications (2001) : |
| 19 | (a) Sinking of 5 M external diameter Well through all type of strata upto depth of 3.0 m from the bed level as per drawings & section 1200 of MORT&H Specifications (2001). |
| 20 | (b) Sinking of 5 M external diameter Well through all type of strata beyond depth of 3.0 m upto 10.0 m from the bed level as per drawings & section 1200 of MORT&H Specifications (2001). |
| 21 | (c) Sinking of 5 M external diameter Well through all type of strata beyond depth of 10.0 m upto 20.0 m from the bed level as per drawings & section 1200 of MORT&H Specifications (2001). |
| 22 | Filling Well Foundation with local sand as per drawings & clause 1209 of MORT&H Specifications (2001). |
| 23 | Providing & laying HYSD (Fe 415) bar reinforcement in foundations, Sub-structures & Super-structures as per drawings & section 1600 of MORT&H Specifications (2001) including wastage, laps etc |
| 24 | Providing & Laying M 30 Reinforced Cement Concrete in substructure such as Pier, Abutment, Pier Cap, Abutment Cap, Pedestal, Back wall, Return wall, etc as per drawings & section 1500, 1700 & 2200 of MORT&H Specifications (2001) |
| 25 | Providing & Laying M 30 Reinforced Cement Concrete in substructure such as Pier, Abutment, Pier Cap, Abutment Cap, Pedestal, Back wall, Return wall, etc as per drawings & section 1500, 1700 & 2200 of MORT&H Specifications (2001) |
| 26 | Providing & Laying M 30 Reinforced Cement Concrete in substructure such as Pier, Abutment, Pier Cap, Abutment Cap, Pedestal, Back wall, Return wall, etc as per drawings & section 1500, 1700 & 2200 of MORT&H Specifications (2001) |
| 27 | Providing & Laying M 30 Reinforced Cement Concrete in substructure such as Pier, Abutment, Pier Cap, Abutment Cap, Pedestal, Back wall, Return wall, wing Wall etc as per drawings & section 1500, 1700 & 2200 of MORT&H Specifications (2001) |
| 28 | 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. |
| 29 | Furnishing and placing reinforced/ prestressed cement M-35 For Solid slab, With Batching Plant, Transit Mixer |
| 30 | Plain Cement Concrete M 15 ordinary grade levelling course below approach slab as per drawing & clause 1500, 1700 & 2700 MORT&H Specifications (2001) |
| 31 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification (MoRT&H 14.11) |
| 32 | Construction of RCC railling of M 30 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, center to center 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. |
| 33 | 100 mm dia galvanised steel Drainage Spouts & drainage pipes with all clean out & others fixtures from deck as per drawings & clause 2705 of MORT&H Specifications (2001). |
| 34 | 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. |
| 35 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 36 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MoRTH Specification 2504 Sr. No. 15.5 |
| 37 | 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 specification (MoRT&H 2504 Sr. No. 15.4) |
| 38 | Dismentling of brick work or stone work in lime or cement mortar and including stacking materials as directed by Engineer in harge with in a distance of 60 meters ( 200 feet). PWD-692 Please Enable Macros to View BoQ information |
