Widening and Strengthening of Karthuni Lalganj Dadra Gajanpur Duwariya Road Chanage 7-200 to 15-000 ODR in District Amethi Length 7-80 Km

Amount

Excavation for roadwork 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

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

Providing and laying granular sub-base (GSB) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in plant method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.As per Direction of E/I.

For T Jinction

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. As per MORT&H reff.- 406

For T Jinction

Providing, laying and spreading of graded stone aggregate (wet mix macadam) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC Cement & 3.5% Emulsion in uniform single layers on sub- base /subgrade and compacting with road roller to achieve the desired density.

For T Jinction

Providing and applying tack coat with Bitumen VG-10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned . as per MORT&H Sp. 503. As per Direction of E/I.

For T Jinction

Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous [email protected] per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finesher with senser control to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the disiered compaction as per MoRT&H specifications clause 509 complete in all respects . As per Direction of E/I.

For T Jinction

Excavation for roadwork 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

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per SOR No.Chapter-4 (2.27)

P/L cement concrete 1:3:6 having 6 part of Stone Ballast (20 mm nominal size):3 part of coarse sand :1 part of cement and curing complete i/c suplly of all materials,labour & T&P etc. required for proper completion of work.As per direction of E/I.As per SOR chapter no.-5 (4.1.5)

Reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-25)

Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing & technical specifications. As per MoRT&H S.I. No.-12.4 & Clause 1600

Construction of earthen shoulders (Patries) 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 As per Direction of E/I.

Excavation for roadwork 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

Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per SI 280

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.As per direction of E/I,As Per SI N0-288

Supplying, fitting and placing Mild steel reinforcement complete in foundation as per drawing and Technical Specification. As per direction of E/I,

Excavation for roadwork 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.As per Direction of E/I.

Providing and laying in cement concrete 1:4:8 (1cement:4 fine sand:8graded stone ballast 40 mm nominal size) and curing complete including supply all materials, labour and T&P etc. required for proper completion of the work. As per SOR Chapter-5 (4.1.8)

Brick masonry work in 1:4 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications as per SOR Chapter-6 (6.1.1)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level.As per SOR Chapter-5 (5.33.2)

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification

Plastering with cement mortar (1:4 ) on brick work in sub-structure.As per SOR Chapter-11 (13.4.1)

Earth work in excuavation in foundation trenches or drains (not exccding 1.5 m. in width or 10sqm.on plan) including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. As per SOR DAR 2.6.1

For 600mm

For 350 MM

Providing and laying in cement concrete 1:4:8 (1cement:4 fine sand:8graded stone ballast 40 mm nominal size) and curing complete including supply all materials, labour and T&P etc. required for proper completion of the work. As per MORTH Spe-2100

For 600mm

Providing and laying 40 mm gauge brick ballast below pipe and in sides As per SOR Chapter-1

For 600mm

For 350 MM

Supply of 1000 mm dia NP3 pipe.As per SOR

Supply of 600 mm dia NP3 pipe.As per SOR

Supply of 350 mm dia NP3 pipe.As per SOR

Laying & fixing of 1000 mm dia NP-3 pipe with collers As per Non Sch Item-12D SOR Chapter-17

Laying & fixing of 600 mm dia NP-3 pipe with collers As per Non Sch Item-12D SOR Chapter-17

Laying & fixing of 350 mm dia NP-3 pipe with collers As per Non Sch Item-12D SOR Chapter-17

Class 150 brick work in foundation and plinth with cement mortar 1:4 (1Cement :4 Coarse sand) As per DAR 6.1.1 SOR Chapter-6

For 600mm

Struck Cement Pointing on Brick work with cement mortar 1:2 (1 Cement : 2 Fine sand) As per DAR 13.32.1 SOR Chapter-11

For 600mm

12mm cement plaster in 1;3 cement & coarse sand mortar.As per DAR 13.4.1 SOR Chapter-11

For 600mm

Maintenance Cost @ 2.50% As per Go No. 17/2024/Sa-113/23-23-1-2024-23-1099/113/2023 Dt 16.01.2024 and 3689C/PRML/Mul-23-24 Dt 17.02.2024

KUMAR TRADERS (BID ID -4915468)