Strengthening and Widening of Pisawa Gothni Road (ODR) Km. 5(150) to 9(750)

Amount

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2(GST should be paid extra).

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (GST should be paid extra).

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401(GST should be paid extra).

Providing, laying, spreading and compacting graded stone aggregate to stablised wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(With ordinary Portland Cement @ 1 % By weight of Mix and 3.5 % Emulsion SS-2 By weight of Mix (GST should be paid extra).

Providing and applying tack coat with VG-10 using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom (GST should be paid extra).

Providing and laying 40mm bituminous concrete grade-2 with 120 TPH batch type HMP producing an average output of 75 tone per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.4% of mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specifications, clause 509 complete in all respects (GST should be paid extra).

Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections (GST should be paid extra).

Providing & laying hot applied thermo plastic compond 2.5 mm thick including reflectorising glass beads @ 250 gm/sqm, area, thickness of 2.5 mm is exclusive of surface applied glass beadsas per I.R.C. 35 The Finished surface to be level, uniform and free from streaks and holes. Rates are inclusive af all taxes, royalty, VAT etc. all T&P/machine material and labour required for proper completion of work. As per S.I. No. 6 New Item (GST should be paid extra).

Providing and laying of hot applied thermoplastic compound 5 mm thick for repeated bar marking including reflectorising glass beads @ 250 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.but Including cost of, all material,bitumen labour, T&P, royality , all taxes and labour cess complete.For Repeated bar marking (GST should be paid extra).

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick work including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (GST should be paid extra).

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (GST should be paid extra).

Earth work in excavation in Marshy Soil for foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removing of stumps and other deletarious matter, dressing of sides and bottom and backfilling with approved material (GST should be paid extra).

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (GST should be paid extra).

CC M 15 with 2 Cm gauge approved Stone grite,coarse sand and cement in proportion of 4:2:1 in leveling coarse including supply of all material, labour, T&P all taxes royalty,labour cess etc. required for proper completion of work as per direction by the Engineer In-charge. SI No.279(a) (GST should be paid extra).

Plain cement concrete (M20) with 2 Cm gauge approved Stone grite, coarse sand and cement in open foundation complete as per drawing and technical specifications including supply of all material, labour, T&P all taxes,labour cess etc. required for proper completion of work as per direction by the Engineer In-charge (GST should be paid extra).

RCC (M 25) in R/wall raft & Box raft, Approch slab with with 2cm cement, approved coarse sand & 2 cm gauge approved stone grite (excIuding suppIy of reinforcement and its bending, but incIuding its fixing and binding the same with 24 B.W.G.G.I. binding wire) and incIuding necessary centering and shuttering etc. including supply of all material, labour, T&P all taxes,labour cess etc. required for proper completion of work as per direction by the Engineer In-charge (GST should be paid extra).

Furnishing and Placing Reinforced cement concrete in super-structure as per drawing and Technical Specification in super-structure (as Dack slab) with 2 Cm gauge approved Stone ballast coarse sand and cement in proportion of (M-25) including necessary centering and shuttering etc. as per MORT&H Cluase 14.1,1500,1600& 17 00 B (GST should be paid extra).

M.S.( Fe-500) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage bend hooks and authorized overlapping shall be measured & including cost of binding wireincluding supply of and all material, labour, T&P all taxes, labour cessetc. as per direction by the Engineer In-charge (GST should be paid extra).

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications (GST should be paid extra).

Providing & Fixing of Weep Hole in abutment wall & retaining wall completed as per drawing & specification.including supply of all material, labour, T&P all taxes, labour cess etc. required for proper completion of work as per direction by the Engineer In-charge (GST should be paid extra).

Providing & Fixing of Drainage spout in slab completed as per drawing & specification.including supply of all material, labour, T&P all taxes, labour cess, royalty etc. required for proper completion of work as per direction of Engineer In-charge (GST should be paid extra).

M/S DIMANIYA BUILDERS

M/s Satish Kumar