Construction of link road from Sanjhot Kaddu road towards Abadi Kumaharan, Gram Panchyat Nangal Salangri, Distt. Una (HP).

Amount

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto any lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material in all kind of soil upto any depth i/c carriage of mateial in all leads and lifts.

Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lead and lifts as per Technical Specification Clause 1603.1

Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 cement concrete 1:4:8( 1 cement :4 Sand :8 graded crushed stone aggregate 40 mm nominal size) including cost of formwork and carriage with in all leads and lift

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 ( 1 cement :3 Sand :6 graded crushed stone aggregate 20 mm nominal size) including carriage of material within all leads and lifts.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4) ( 1 cement :2 Sand :4 graded crushed stone aggregate 20 mm nominal size) including carriage of material within all leads and lifts.

Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD specifications including carriage of material within all leads and lifts.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD specifications including carriage of material within all leads and lifts.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), 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 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Dressing the Berms including cutting and filling upto any level including carriage of material within all leads and lifts.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-40 grade approved by HPPWD (NTC/Ashok Panjla Tiles/NTCCI/Pooja Concrete Fabricators, M/S Dalal Tiles Pvt. Ltd.) with approved color design and pattern.

Providing and Laying Cement Concrete Pipe NP2 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets 500 mm dia

Providing and fixing on wall face PVC(D-Plast) rain water pipes of working pressure not less than 4.5 kg/sqm including filling the joints withapproved adhesive complete. including carriage of materials upto all leads and lifts.150mm dia.

Providing Brick work using common burnt clay building bricks in superstructure 1:6 (1cement:6sand) up to all height including carriage of material within all leads, lifts and heights. 1st class bricks.

15mm (fifteen milimetres) thick cement plasters in single coat on rough side of brick/concrete/stone walls for interior/exterior plastering upto all floor level including arises, internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:6 (one cement: six sand) including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge.

Providing and laying cement concrete 1:1.5:3 (One cement : one point five sand :Three graded crushed stone aggregate 20mm nominal size)( Twenty milimetre) and curing complete, mixing the material in mechanical mixture and compacting the concrete with viberator complete excluding cost of form work and reinforcement for reinforced concrete work including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. including carriage of materials upto all leads and lifts. Walls (any thickness but not less than 0.10 metre (zero point ten meter thickness) including attached pilasters buttersses,plinth and string courses etcetera from top of foundation in all depth including entire carriage of material within all leads and lifts and other incidentials as per the direction by the Engineer-in-charge .

Providing mild steel/tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete in all floor levels (a). Tor steel. including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. As per HPPWD specifications.

Vikas puri

Nitish Thakur

SANJIV KUMAR