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| 1 | PART-A : ROAD REPAIR WORK |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. In area of thorny jungle |
| 3 | Supply of graded broken hard stone aggregates free from Katcha stuff, deleterious and oreganic matter, as per IRC/MoRTH Specifications, including stacking as per theStandard Specifications with an average lead of 20 Kms. 53mm to 22.4mm Crusher broken |
| 4 | Collection of binding material/mooram for W.B.M. course (P.I. 4to 6), including stacking as per Standard Specifications |
| 5 | Labour charges for patching W.B.M. using crushed / broken aggregates including preparation of pot hole scarifying & reshaping to the required grade and camber as per the standard specifications, spreading of material consolidation with mechanical drop hammer of 11.40 kg hand rammer or 8-10 tone power roller, spreading and consolidation of binding materialincluding cost of fuel & lubricants and hire charges of T&P. |
| 6 | Maintenace of bituminous surface road Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B as per MoRTH specification Clause 3004.2 |
| 7 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.For Grading II Material |
| 8 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002 Mechanical Means |
| 9 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.. |
| 10 | Supply & Fixing of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8mm dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom |
| 11 | Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x50 mm fitted with key hooks complete with labour material and traffic diversion arrangements. |
| 12 | PART-B : PROTECTION WALL |
| 13 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth |
| 14 | Providing complete as 2102 & 2104 concrete for plain/reinforced concrete in open foundations per drawings and MoRTH specifications Clause 1702, 1703, P.C.C grade M 10 Nominal mix 1:3:6 |
| 15 | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Random rubble masonry In 1:5 cement mortar |
| 16 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 |
| 17 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 18 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 P.C.C grade M 15 Nominal mix (1:2.5:5) |
| 19 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. |
| 20 | (a) 750mm dia |
| 21 | (b) 600 mm dia |
| 22 | Note:-GST will be paid extra as per Govt. Rule :- This is 18% at present i.e. 915269 totaling to NIT amount 6000095 Please Enable Macros to View BoQ information |
