Widening and Strengthing of Tekuatar Ragarganj Mathauli Road Under R-S-N- Scheme in Kushinagar district in FY 2023-24

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs, saplings and trees. girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceble materials and stacking of serviceable material to be used of auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness.

scarifying the existing bituminous surface to the depth of 20 mm and disposal of scarifyed material within all lifts and leads upto 1000 mtrs.

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer-in-charge. (Excluding Royalty).

Construction of Embankment with Material obtained from Borrowpits -Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Carted Upto 1.0 km)(GST will be paid extra as applicable)

GSB :- Construction of granular sub-base by providing Close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete As per Sr No. 4.1 & MoRT&H Specification Ref. No. 401(B) (GST will be paid extra as applicable)

WMM :- Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH specification 406. (GST will be paid extra as applicable)

ETA :- Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site. Laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density (ETA) As perSr No. 4.12 & MoRT&H Specification Ref. No. 406 (GST will be paid extra as applicable)

DBM :- Providing and laying dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50 percent by weight of total mix and filler, fransporting the hot mix to work site, laying with a 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 specification clause No. 507 complete in all respects.. As per Sr No. 5.6 & MoRT&H Specification Ref. No. 507 (GST will be paid extra as applicable)

Tack Coat :- Providing and applying tack coat ( over bituminous surface) with bitumen (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. As perSr No. 5.2 & MoRT&H Specification Ref. No. 503 (GST will be paid extra as applicable)

BC:- Providing and laying bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a 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 Sr No. 5.8 & MoRT&H Specification Ref. No. 509 (GST will be paid extra as applicable)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As per Sr No. 3.18 MoRT&H Specification Ref. No. 305 (For Pateri Work) (GST will be paid extra as applicable)

U-DRAIN- Excavation for Foundation in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

R.C.C. work with cement approved coarse sand and 2 cm (3/4") gauge approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.l. binding wire and includuing Necessary centering and shuttering etc.and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications As per SI no 504.

Construction of minor Bridge 5X6.00m Span Excavation of foundation in soil mixed with morram or single or Kankar including lift upto 1.5m and lead upto 30m and including filling watering and ramming of excavated earth into space between the aboutment and side of foundation trenches or into the plingth and removal & disposal of surplus earth as directed by E/I upto distance of 30m from the foundation trenches as per S.I. no. 252 sides of foundation removal & disposal of surplus earth (SL No 251)

Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

Sand filling in plinth including supply of neccessary quantity of sand including watering and supply of all labour T&P etc. required for proper completion of work. as per SI No- 255

Class 150 Sub class 'A' brick work in 1:3 cement and approved coarse sand mortar in foundation and plinth, including supply of all materials labour and T & P etc. required for the proper completion of the work. as per S.I. No. 307

Providing and laying reinforced cement concrete M-25 for raft foundation complete as per drawing and technical specifications. As per MORD Technical Speicification Clause 11.40 800 & 1200

Providing and laying reinforced cement concrete M-25 in substructure complete as per drawing and technical specifications. As per MORD Technical Speicification Clause 12.5 800

Providing and laying reinforced cement concrete M-25 in super structure complete as per drawing and technical specifications. As per MORD Technical Speicification Clause 13.1, 800 (case II)

Mild Steel or iron work such as in reinforced concrete as in reinforced brick work (When not including in over all rates) required for proper completion of work as per Sl No 504

P/L of wearing coat /CC floor of Cement concrete with 2.0 cm gauge approved stone grits, approved coarse sand and cement in the proportion of 2:1:1 including supply of all materials labour and tools plants etc. required for the proper completion of the work over bridge slab. As per A/R as per MORTH specification no 1500, 1700 & 2100 and Sl No. 12.80 as per A/R

Providing weep holes in brick masonry/stone masonry plain/reinforceed concerete abutment. Wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structure slope of 1(V)20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 (including cost of materials)

Providing 40mm brick ballast of filter media behind the abutment and wing wall including filling compacting etc. complete for proper completion of work.

Stone Boulder pitching including cost of labour T&P etc. required for proper completion of work.

Earth work in cutting in embankment in ordinary soil (Loam, Clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers, including the ramming & dressing the surface to required levels and slops and also including 1.50 meter lift and 30meter lead. the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as direction by the Engineer in charge. in diversion

Construction of minor Bridge 4X6.00m Span Excavation of foundation in soil mixed with morram or single or Kankar including lift upto 1.5m and lead upto 30m and including filling watering and ramming of excavated earth into space between the aboutment and side of foundation trenches or into the plingth and removal & disposal of surplus earth as directed by E/I upto distance of 30m from the foundation trenches as per S.I. no. 252 sides of foundation removal & disposal of surplus earth (SL No 251)

Sand filling in plinth including supply of neccessary quantity of sand including watering and supply of all labour T&P etc. required for proper completion of work. as per SI No- 255

Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Same as in above item but in super structure and including necessary cutting and moulding of brick as required and including honey comb brick work in cluding supply and errection of necessary scaffolds etc.and thickness of walls not less than 1.50 brickss as per S.I

Providing and laying in position RCC M-25 in Raft Slab and Twin Box Base including form work centering and shuttering including cost of material labour T&P etc.required for desion , construction and finishing all complete as per Drawing and Technical Specifications.

Providing and laying in position RCC M-25 in Super Structure including form work centering and shuttering including cost of material labour T&P etc.required for desion , construction and finishing all complete as per Drawing and Technical Specifications.

Providing and febrication, transporation, storing, binding and fixing in position uncoated HYSD bar rainforcement in foundation all complete as per drawing and technical specification 1600, 2100. as per SI No 504

Struck pointing with cement mortar consisting of one part of cement and two parts of fine sand of 1.25 finencess modulous on brick work including raking the joints washing and cleaing and supply of all matreials labour and tools and plants required for the proper completion of the work.as per S.I. No. 574

P/L of wearing coat /CC floor of Cement concrete with 2.0 cm gauge approved stone grits, approved coarse sand and cement in the proportion of 2:1:1 including supply of all materials labour and tools plants etc. required for the proper completion of the work over bridge slab. As per A/R as per MORTH specification no 1500, 1700 & 2100 and Sl No. 12.80 as per A/R

Construction of Embankment with material obtained from Boorrow Pit with a lift of 1.50 m. and transporting upto site. spreading,grinding to required slope and compacting to meet requirement to table no. 30.1 and 300.2 with lead upto 3 Km. as per clause 301.5

Providing and laying of 1000 mm dia Hume pipe.

New Brick Soling on edge for Diversion of Traffic . (With New Bricks)

Providing and laying of sotne boulder pitiching of 30cm thick layer over 15cm thick filter of sand filling and 15cm thick filter of 40mm birck ballast including cost of all materials, labour T&P etc required for proper complection of the work as per drawing and Technical specification MoRTH Spec.2504 Sr no-15.4

Providing and laying stone boulder pitching on appron and toe laid over dry bed including boulder as per drawing and Technical specifications MoRTH Spec.2504 Sr no-15

Construction of minor Bridge 1X3.00m Span Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.as per S.I. No. 251

Sand filling in plinth including supply of neccessary quantity of sand including watering and supply of all labour T&P etc. required for proper completion of work. as per SI No- 255

Cement concrete with 4.0 cm gauge approved stone grits, approved coarse sand and cement in the proportion of 1:4:8 including supply of all materials labour and tools plants etc. required for the proper completion of the work. As per SI no. 275

Class 150 Sub class 'A' brick work in 1:3 cement and approved coarse sand mortar in foundation and plinth, including supply of all materials labour and T & P etc. required for the proper completion of the work. as per S.I. No. 307

Same as in item 7 above but in super structure and including necessary cutting and moulding of brick as required and including honey comb brick work in cluding supply and errection of necessary scaffolds etc.and thickness of walls not less than 1.50 brickss as per S.I. No. 307+309

M 25 grade R.C.C. work inraft foundations excluding the supply of reinforcement but including its bending, binding the same with 24 BWG, GI binding wire and also including cost of wire and including providing and fixing necessary centering and shuttering and its removal after completion of work & supply of all other materials labour and tools and plants etc. required for the proper completion of the work. (Labour rate including cost of centering & shuttering) as per analysis of rate. as per Sl No. 287

Same as in item 10 but in M25 grade of R.C.C. bed blocks, deck slabs, approach slabs in proportation of 1:1:2 (1 part of cement 1 part of approved coarse sand and 2 part of 20mm nominal size stone grites) As per analysis of rate as per Sl No. 288

Mild steel or iorn work in plain work such as in reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shapes as necessary and bending for the proper coppletion of the work and including supply of steel and its wastage etc. and all labour and tools and plants required for proper completion of work Note: the steel shall be bent cold and bends hooks and authorised over lapping shall be measured.

Struck pointing with cement mortar consisting of one part of cement and two parts of fine sand of 1.25 finencess modulous on brick work including raking the joints washing and cleaing and supply of all matreials labour and tools and plants required for the proper completion of the work.as per S.I. No. 574

P/L of wearing coat /CC flour of Cement concrete with 2.0 cm gauge approved stone grits, approved coarse sand and cement in the proportion of 2:1:1 including supply of all materials labour and tools plants etc. required for the proper completion of the work over bridge slab. As per A/R as per Sl No. 288

Construction of Embankment with material obtained from Boorrow Pit with a lift of 1.50 m. and transporting upto site. spreading,grinding to required slope and compacting to meet requirement to table no. 30.1 and 300.2 with lead upto 3 Km. as per clause 301.5 as per SI. No 253

New Brick Soling on edge for Diversion of Traffic . (With New Bricks) as per SI. No. 763

Construction of 1000mm hume pipe Excavation for Foundation in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Providing, Laying & fixing of 1000 mm dia Hume pipe NP-3 type. As per S.I.No. 458 -2003 Sr. No. 9

Pointing with cement mortar(1:3) on brick work in sub structure as per technical specification As per Clause 1300 & 2200

FRIENDS CONSTRUCTION COMPANY

JAI SHAKTI CONSTRUCTION

M/S Prabha Construction Co

M/S Paliwal Brothers