Works Department Tender

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Works Department Tender

Civil And Construction
Road Construction
Eprocure
Opening Date10 Aug 2023
Closing Date10 Aug 2023
Tender Amount₹ 80,14,508 
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BOQ Items

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Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction construction & clause 305 of MoSRT&H specifications for Road & Bridge works (5th revision) including labour cess but excluding GST

437.7

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Excavation for roadway in all kinds of soil with hydraulic excavator 0.9 cum bucket capacity including cutting & loading in Tippers & disposal with a lift upto 1.5mtr. & lead upto 1000 mtr. trimming of bottom & side slopes in accordance with requirement of lines, grades & cross sections as per technical specifications including labour cess but excluding GST

517.38

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Construction of embankment obtained with approved materials deposited at work site from roadway cutting as per approved drawing and technical specifications as per Clause 305 of MoRT&H Specifications for Road & Bridge works (4th Revision) including basic cost, conveyance, royalties of all materials, cost of all labour, T&P required for the work etc. including labour cess but excluding GST complete as per specification & direction of Engineer-in-charge

425.16

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Construction of embankment with approved material obtained from borrow pit with all lifts & lead, transporting to site by mechanical means within a lead of 5 km spreading, grading to required slope and compacting to meet the requirement of table 300-2 & clause 305 of MoRT&H specification for Road & Bridge works (4th Revision) including basic cost, conveyance, royalties of all materials, cost of all labour, T&P. required for the work etc. including labour cess but excluding GST complete as per specification & direction of Engineer-in-charge including ordinary compaction by PRR

3236.18

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Providing granular sub-base by Close graded Granular sub-base Grading-VI materials as per table 400-1, spreadng in uniform layers with motor grader on prepared surface, mixing by mix in place method with vibratory roller to achieve the desired density complete as per Clause 401 of MoRT&H specifications for Road & Bridge works (5th Revision) including basic cost, conveyance, royalties and of all materials and cost of all labour, machineries and T&P. required for the work etc. including labour cess but excluding GST complete (Measurement to be taken on compacted section only)

375.8

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Providing, laying, spreading & compacting stone aggregates 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 course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause No.406 of MoRT&H specifications for Road & Bridge work (5th Revision) including basic cost, conveyance, royalties of all materials, cost of all labour, T&P. required for the work etc. including labour cess but excluding GST complete as per specification & direction of Engineer-in-charge

32.74

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Construction of Dry lean concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS 383 the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not exceed 15:1, aggregate gradation after blend including basic cost, conveyance all T&P and cost of all labour as required for the work etc. including labour cess but excluding GST complete as per direction of Engineer-in-charge

144.58

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Providing cement concrete pavement of M-30 as per approved drawing adopting hand guided semi mechanism method including cost of materials and as per approved Drawing, Design & Technical Specifications complete as per clause 602 of MOSRT&H Specifications for Road & Bridge works (Latest Revision) including labour cess but excluding GST complete in all respect as per direction of the Engineer-in-charge

533.63

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Providing moorum in shoulders in layers not exceeding 100 mm thick watering & compacting to the required density at OMC with HRR including basic cost, conveyance, royaltie of moorum and labour charges, of all materials lT&P etc. including labour cess but excluding GST complete as per the direction of the Engineer-in-charge

63

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Supplying fixing & spreading of precast interlocking zig zag concrete paver block of 60mm thick (approved make) and filling the interstics with sand on the prepared surface including basic cost, conveyance, royalities of all materials and cost of all labour and T&P. required for the work etc. including labour cess but excluding GST complete in all respect

110

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Furnishing and laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer-in-Charge including preparation of ground, fetching of sods and watering etc complete as per Clause 307 of MORT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

1878.3

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Providng and laying / Supplying and filling sand on road sub base, well watered and rammed with basic cost, conveyance, royalties and of all materials, labour, T&P required for the workincluding labour cess but excluding GST complete as per direction of the Engineer-in-carge. (Measurement to be taken on compacted section only.)

37.95

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P.C.C. M-15 grade in using 40mm and down graded size (40 mm size 60%, 20 mm size 30% & 10 mm size 10%) in cut off wall and foundation of retaining wall, head wall using crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works, shoring shuttering dewatering if required including basic cost, conveyance, royalty, of all materials, cost of all labour, T&P etc. including labour cess but excluding GST complete as per direction of Engineer-in-charge

37.95

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RCC M20 having compressive strength of 20mpa, target mean strength of 30mpa, for150mm cubes at 28 days curing as per IS-456-2000 & I.R.C-212000 test conducted in accordance with I.S. 516 using 20mm & down graded size crusher broken hard granite coarse aggregate of approved quality and from approved quarry & other materials as per section 302 of I.R.C.21-2000 & IS-456-2000 of approved quality including centering, shuttering & form works for providing smooth & water tight surface, hoisting, lowering & laying concrete in layers not exceeding 30 cm. compacted thickness, compacting with mechanical vibrators true to lines, grades as per drawing & technical specifications, watering & curing for 28 days including basic cost, conveyance, royalties of all materials with all leads & lift, cost of all labour T&P, including labour cess but excluding GST & equipment required for mixing, transporting & placing in position vibrating, compacting, finishing & curing including all incidental expenses complete in all respect as per direction of the E.I.C. but excluding the cost of M.S. rods or Tor steel and binding wire & labour charges for bending binding & tying the grills Base

31.35

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Wall

66

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Slab

25.08

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Supplying, cutting, straightening the bent up M.S. Rods or Tor steel, using SAIL / TATA / RINL (grade Fe 5OOD} / JINDAL STEEL / SHYAM STEEL etc. including bending, binding, welding joining if necessary and tying the grills and placing in position as required for R.C.C. works and for providing required no of fan hooks hoisting, lowering, laying including basic cost, conveyance of all M.S. rods or Tor steel and binding wires of 18· to 20 gauge required for the work bending, binding and tying the grills in all floors (Payment will be made on weight of M.S. Rods or Tor steel only and no separate payment will be made towards the weight of binding wires) etc. including labour cess but excluding GST complete as per specification & direction of Engineer-in-Charge

8.82

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Providing weep holes in plain/ Reinforced concrete abutment, wing-wall/Return wall with 100mm. dia P.V.C. Pipe, extending through the full width of the structure with slope of I.V: 20 H towards drawing face complete of MORT&H specification for (5th Revision) including basic cost, conveyance, royalties of all materials, cost of all labour, T&P required for the work etc. including labour cess but excluding GST complete as per specification & direction of Engineer-in-charge

16.5

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