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| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches,leveling, dressing and ramming the bottom, and backfilling with approved material complete as perdirection of the Engineer-in-Chargea) upto 3 m depth iv) Without pumping out water and shoring a) Depth upto 3m without pumping out water andshoring as required |
| 2 | Earth work in filling infoundation trenches with earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or fresh excavation of land arranged by Department with in a lead of 50m |
| 3 | Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(iv) For Construction of Sub Base by compacting river bed materials. Note :- Add cost at site of 1.28 m³ of materials to arrive at the complete rate. |
| 4 | Providing and laying Design Mix M-15 concrete for Plain / Reinforced Cement Concrete in any part of foundation of bridge /culvert with graded stone chips of appropriate nominal sizes , including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone , both of approved quality and cement , as necessary , cost of curing with water ,including cost and carriage of all materials and includingpreparation of design mix, approval of the same by the Engineer-in charge , cost of quality control, sampling , testing etc all complete butexcluding cost of formworkandreinforcementworks. A) PCC Grade M-15 With 37.5mm size well graded shinglesusing concrete mixer, height upto 5m |
| 5 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.B).PCC grade M-20 with 22.4 mm size well graded river bazree using concrete mixer, height upto 5 m |
| 6 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ ply board/ steel sheet platewith required bracing for any kind of plain or reinforced concrete worksin all sorts of minor structure including culvert, box culvert, cross-drain etc. the rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.b) Where staging is not required. |
| 7 | Providing and fittingConcrete Sign Board as per IRC specification of size 900x750x37 mm thick made with RCC 1:1.5:3 withN.B. variety stone chips reinforced with duble layer IRC febric (75x75 mm mesh) and fixed with necessary nuts & bolts on two RC precast posts 100mm x150 mm of height 2.65 m of which top 750 mm is of 100 x13 mm and 1.90 m above GL & 0.75 m below GL including digging hole, repacking the same with cement concrete 1:3:6 with local stone chips etc. complete including painting two coats on noth faces lettering sign marks etc. as per direction of Engineer-in charge. |
| 8 | Add:- GST @ 18% |
| 9 | Add:- Cess @ 1% |
