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| 1 | Earthwork in excavation for foundation of structure complete with all lift, dewatering,shoring and shuttering etc. including refilling of trenches in 250mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. |
| 2 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mier(PugMill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base /base course on well prepared sub-base and compacting with smooth wheel roller of 80 to100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 &400-13 and MoRTH Specification Clause 406.(By Mechanical Means with all lead) |
| 3 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702,1703,2102 & 2104 P.C.C. grade M 20 Nominal mix (1:2:4) |
| 4 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702,1703,2102 & 2104 P.C.C. grade M 20 P.C.C grade M 10 (Nominal mix 1:3:6) |
| 5 | Providing and laying reinforced cement concrete in super structure as per drawing and MoRTH specifications Clauses 1700, 2302 and 2304 R.C.C. Grade M 30 |
| 6 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 |
| 7 | Back filling behind abutment, wing wall and return wall in 150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification: Clause : 304 |
| 8 | Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or othe structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 |
| 9 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and MoRTH specifications Clause 2504.2.1 Stone/Boulder |
| 10 | Providing and laying filter material under neath pitching in slopes complete as per drawing and MoRTH specifications Clause 2504.2.2 |
| 11 | Tubular Steel Railing on Precast RCC posts, 1.2 m high above Ground Level Providing, fencing and erecting 50mm dia painted steel pipe railing in 3 rows on precast M-20 grade RCC vertical posts175mmx175mmx1.8m high (1.2m above Gl)with 3 holes 50mm dia for pipe, fixed 2m centre-to-centre complete as per approved drawings and MoRTH Specification Clause809. |
| 12 | Supplying and Fixing of Cat’s Eye made of aluminium alloy size75x100x22mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. |
| 13 | Construction of un-reinforced, plain cement concrete pave ment M30(Grade), thickness as per design, over a prepared subbase, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5mm, mixed in a in fullyautomatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying, with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve work ability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). |
| 14 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement mortar 1:4( 1 Cement : 4 Sand ) |
| 15 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make without glass beads laid on the road surface at temperature160\\"C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 16 | Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6mm thick each of size 900mmx750mm stiffend by angle iron 25mm x 25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12SWG sheet (vertical post 3050 mm with angle hold fasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mm x 600mm x 750mm size below ground level as per enclosed drawings & as directed by Engineering incharge. AllMS will be stove anmeledon both side lettering.Figuring and border will be with readymixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections off ramed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. |
| 17 | Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. Note : Maximum top width payable shall be 2 Mtr. and maximum payable side slopes shall be 1.5 horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flat slopes are not payable. Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/ semi-pervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for dismantling of coffer dam. Please Enable Macros to View BoQ information |
