Permanent restoration work in sajada piyu to kanwaliya khurd jaitaran pkg02

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling sand trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unservice able materials ands tacking of service able material to be used or auctioned, upto a lead of 1000 m including removal and disposal of toporganic soil not exceeding 150m min thickness as per MoRTH Specification Clause 201 By Mechanical Means In area of non-thorny jungle

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking topieces not exceeding 0.02cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000m, stacking serviceable and un serviceable materials separately

Earthwork in excavation for structures as per drawing and MoRTH specifications Clause304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling intrenches with excavated suitable material Ordinary soil 3 m to 6 m depth

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5)

Plain/reinforced cement concrete in substructure complete as per drawing sand MoRTH specification Clauses 1700 and 2200 R.C.C. grade M 25

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses1009,1600and 2102

Providing weepholes in brick masonry/ stone masonry,plain/reinforced concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H)towardsdrawingfacecompleteasperdrawingandMoRTHspecificationClauses 1409, 2204.4, 2206.4 & 2706

Backfilling behind abutment ,wingwall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6 Sandy material

Providing and laying pitching on slopes laid over prepared filter media as per drawing and MoRTH specifications Clause 2504.2.1 Stone/Boulde

Construction of toe walls for protection of slopes as per drawing and MoRTH specifications Clause 2507.1 Random rubble masonry in case of stone pitching laid with cement mortar (1:5)

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (wovendiagonally)including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and MoRTH specifications Clause 2503.3

Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Random rubble masonry In 1:3 cement mortar

Plastering with cement mortar (1:4), 20 mm thick on Stone work.

Providing PCC M-20 architectural coping on the top of wingwall, return wall etc.complete as per drawing and MoRTH specification Clauses1313,1411and 2206.6 50 mm thick

Painting two coats with superior grade synthetic enamel paint of approved quality to give an even shade including writing lettering and figures with synthetic enamel paint as per IRC specifications

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 wall sand parapets Clause2905. 600MM DIA

Providing laying spreading and compacting specified graded sand, gravel (crushedstone)as per Table 400-1, 400-2 or any other course material as per design mix ,as per CBR in sub base course including premixing the material at OMC in wet mix plant,carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (asperI.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete. [MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material

Providing,laying,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (PugMill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/ base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to100k N weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables400-12&400-13andMoRTHSpecificationClause 406. By Mechanical Means with all lead

Providing and applying primer coat with Bitumen emulsion(SS-1) on prepared surface of granularbase (Stablisedsoilbaes/CrusherRunMacadam) including cleaning of road surface and spraying primer at the rate of 0.90-1.2kg/sq musing mechanical means as per MoRTH Specification Clause 502.

Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503.

Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant,laying and rolling with a three wheel 80-100kN static roller capacity,finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.Case - II By Mechanical Means Bitumen (VG-30)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fallusing TypeA, TypeB and TypeC as per MoRTH Specification Clause 511 By Mechanical Means Case - II : Type B Bitumen (VG-30)

Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60mm thickness frame to steel hollowd section of 75mm x75mm, 2.5m long stove enamel led paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5mm on back and fix on 1200 mmx150 mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600 mm and embedding the posts by M-15 cement concrete block 45cmx45cmx60cm, 60cm below ground level including lettering/ writing and painting etc. complete in all respect. as per MoRTH Specification Clause 801.

Supply & Fixing off lood gauge (waterGauge) as per I.R.C.67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6M. long.

Construction of Foundation/ Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20 m x1.80 m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x 0.60 m with engraving letters and figures, cement plaster, white washing etc. complete as per direction of Engineer in charge.

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.

Please Enable Macros to View BoQ information