|
| 1 | Dismantling of existing structure like culverts, bridges, retaining walland other structure like culverts,bridges,retaining wallsand other structure comprising of masonary,cement concrete, wood work steel work including T&P and scaffolding where ever necessary, sorting the dismantled material, disposal of unserviceable material and stackingthe serviceable material with all lift and lead of 1000m (As per Mort&h Sl. 2.04/202-II A) |
| 2 | Providing and Constructing Temporary Island 24 m diameter for Construction of Pile Foundation. (As pe Morth Sl. 12.09(A) |
| 3 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter- 1200 mm) As per Morth Sl. 12.25 |
| 4 | Dismantling of Reinforced Concrete Pile head complete as per Drawing and Technical Specification. (As per Mort&h Sl. 12.39) |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15. As per Mort&h (Sl. 12.08 (A). |
| 6 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. (RCC Grade M35). (As per Morth sl. 13.05) |
| 7 | 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 MoRT&H specifications complete including all accessories as per drawing and Technical Specifications. (As per morth Sl. 13.16) |
| 8 | Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification PSC Grade M-40 (For T-beam & slab, 23-33 per cent)/Deck Slab. As per Morth 14.01E-ii (q) Height 5m to 10m |
| 9 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification, As per MORTH Specification 170.1.4 of IRC:78 & 2200, S.I. 15.23 |
| 10 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. 2700, Sr 14.1A (PCC Grade M-15) |
| 11 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. As per Morth Speciation No. 1500, 1600, 1700 & 2704 (RCC M-30) S.I. 14.11 |
| 12 | Compression Seal Joint Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. As Mort&h Sl. 14.20 |
| 13 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. As per MORTH Specification 2702, Sr. 14.04, (RCC Grade M-30) |
| 14 | Provision of an Reinforced cement concrete crash barrier at the bridge decks & approaches to bridge structures, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming MoRT&H Specification and as per details given IRC -5 including dowel bars , expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawing and at locations directed by the Engineer, all as specified. As per MORTH Specification, S.I. 14.15 |
| 15 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete asper Drawing and Technical Specifications. As per Morth Specification 12.42 S.I. 1600 |
| 16 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications. As per Morth Specification 1600& 2200 |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications As per Morth Specification 1600 |
| 18 | Drainage Spouts complete as per drawing and Technical specification. As per Morth Speciation No. 2705 S.I. 14.09 |
| 19 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 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 |
| 20 | Providing and erecting a \\"w metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150×75×5 mm spaced 2 m centre to centre, 1.8 m high. 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS: 1367 and 18:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150×75×5 mm, 330 mm long complete as per clause 810. (CH-6, Sl. 27) |
| 21 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS : 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 19 percent extra for laps and joints laid with stone boulders weighing not less than 40 Kg each(As per MORT&H Clause-2503 Sr No.16.02) |
| 22 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 2504, As per Mort&h Sl. 16.05 |
| 23 | 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 2504 & Sl. 16.04 |
| 24 | Construction of K.C. Drain (as per drawing) as per direction of E/I. |
| 25 | Construction of Chute Drain (as per drawing) as per direction of E/I. |
| 26 | 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. and Cartage not less then 05 km lead. |
| 27 | Construction of granular sub-base using crusher run, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 28 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(As per MORT&H clause 406 Sr No.4.14) |
| 29 | Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. as per clause 502 |
| 30 | Providing and laying dense graded bituminous macadam grade-II with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (As per Mort&h Sl. 5.4B) |
| 31 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 32 | Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. (As per Mort&h Sl. 5.5B) |
| 33 | Finishing wall with water proofing cement paint of required shade on new work ( Two or more coats applied @3.84 kg/10sqm).As per DSR 2023 item no.13.44.1 (116.9*.735=85.92, (85.92*110/107=88.32), (88.32*1.03=90.97 ) Say=90.95 |
| 34 | Painting with synthetic enamel paint of approved brand and manufacture of required colour shade on new work ( Two or more coats on new work over an under coat with suitable shade with ordinary paintb of approved brand and manufacture).As per DSR 2023 item no.13.62.1 ( 226.25*.735=166.295, (166.295*110/107=170.956), (170.956*1.03=176.085 )) Say=176.00 |
| 35 | Brick soling with straight overburnt bricks laid flat complete including preparation of subgrade to required camber and including supply of bricks, filling joints with local earth spreading a blind coat of 1cm(3/8\\") depth of local earth P.I. 5 to 7 or sand over the entire surface and including labours, T&P etc. required for proper completion of work. (Ch.5, Sl. 762(a)) |
| 36 | Brick soling with straight overburnt bricks laid on edge complete including preparation of subgrade to required camber and including supply of bricks, filling joints with local earth spreading a blind coat of 1cm(3/8\\") depth of local earth P.I. 5 to 7 or sand over the entire surface and including labours, T&P etc. required for proper completion of work. (Ch.5, Sl. 762(b)) |
| 37 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes.. (Ch-6, Sl- 2) |
| 38 | Supply, laying and fixing of 900 mm dia NP-3 class hume pipes in proper position. |
| 39 | Empty Cement Bags of good condition (Plastic) filled with local sand including filling, stiching and stacking at side of filling. Please Enable Macros to View BoQ information |
