Widening and Strengthening of Kumarganj Kamakhya Dham Medha Rishi Ashram Road ODR

Amount

Excavation for roadwork in soil with hydraulic excavator 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.

Earthwork in cutting or in embankment in ordinary / moorum soil, excavation to be in the from of regular pits not exceeding 1/2 metre C 20") in depth and earthwork in embankment to be in 20cm(8) Layers including ramming and dressing the surface to required levels and slopes and also including 1.5metre (5ft) lift and 30m.(100ft) lead. The earth from cutting to be used in making embankment or to be desposited as spoil banks within 30m.(100ft) distance as directed by the Engineer-in-Charge.

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 clause 401

Providing, laying, spreading and compacting graded stone aggregate to 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.Using Grader.

Providing, laying, spreading and compacting graded stone aggregate to 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(1% OPC Cement + 3.5% Emulsion)

Providing and applying tack coat VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bitumenous surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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 & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Construction of U-Type Drain size 300mmx450mm -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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.

Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202

Exetention of Hume pipe Culvert -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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.

First Class brick work in 1 : 3 cement and course sand in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. As per SI no 305(b)

Ruled pointing in 1:3 cement and fine sand mortar on brick work including supply of all materials, labour and T and P etc Requuired for proper completion of work as per S.I No. 574.

Supply & laying of 350mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar.

Supply & laying of 600mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar.

Supply & laying of 900mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar.

Plaster 12 mm thick in 1:3 cement & coarse sand mortar for proper completion of work. SI No-583

Extension of RCC culvert 1.5m span and 3.00 span-Earth-work Excavation in trenches for foundations pipes, cable etc,(Loan clay or sand) including lift upto 1.5m lead upto 50m. And dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within ahead of 30m.

Providing and laying Cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded brick aggregate 40 mm. nominal size) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. as per SI No. 281 Qty as per attached sheet

Class-150 brick work in 1:4Cement and Coarse sand of mortar infoundation and plinth including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.

Class-150 brick work in 1;3 Cement and Coarse sand of mortar in Sub Structure including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.

R.C.C. M-20 work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast 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.I. binding wire and including necessary centering and shutteringe 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.

Mild steel or iron in plan work such as reinforced concrete or reinforced brick work(When not included in an overall rates). Wrought to required shape as necessary including bending for proper completionof the work and including supply of steel its wastage bend hooks and authorised ovelapping shall be measured upto floor two level.

Supplying and laying one layer of tar felt or any other equivalent approved material at the junction of wall and roof of any place an roof as per direction of E/I including necessaryoverlap, giving a coat of approved mastic paint belowthe Tar felt and including supply of all materials , labour and tools and plants etc.Required for propercompletion of work fix as per standard.

Supply and fixing of 10cm internal Dia Ac Down pipes required for proper completion of work in weep holes.

Plain cement concrete. 1:3:6 mix with crushed stone aggregate 40mm nominal size mechanically mixed placed in foundation and compacted vibration i/c curing 14 days. SI No-280 Qty as per attached sheet

Struck Pointing on brick work with cement mortar 1:3 (1Cement :3 sand)

Construction of 3x2x2 m span RCC Box Culverts-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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.

RCC Grade M20 using batching plant & Manual placing

RCC Grade M30 using batching plant & Manual placing

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Providing and laying flooring complete as per drawing and technical specification lead over cement concrete bedding

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 1st year maintenance cost @ 0.00% as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 2nd year maintenance cost @ 0.25% as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 3rd year maintenance cost @ 0.50% as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 4th year maintenance cost @ 0.75% as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 5th year maintenance cost @ 1.00% as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024

M/S RAJ CONSTRUCTION (BID ID -5136413)

M/S A.S.TRADERS (BID ID -5128828)

SHARMA CONSTRUCTION PROJECT PVT LTD (BID ID -5136391)

M/s Raj Laxmi Enterprises (BID ID -5137441)

R N Contractor and Supplier (BID ID -5135547)

AMBE INFRAPROJECTS PRIVATE LIMITED (BID ID -5137023)

SUBEDAR SINGH CONTRACTOR (BID ID -5124352)

SIDDHARTH CONSTRUCTION (BID ID -5134992)

S. S. Construction Co. (BID ID -5134756)

M/s Chopra Traders (BID ID -5137228)

Ms Highway Construction co (BID ID -5136256)

M/s Nirbhay Constructions (BID ID -5137191)

M/S ANMOL ASSOCIATES (BID ID -5137397)