Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Eprocure
Opening Date12 Jul 2019
Closing Date18 Jul 2019
Tender Amount₹ 3,86,72,000 
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(A) By mix in Place Method Construction of granular sub-base by Providing well graded material, spreeding in uniform layers with by tractor with grading attachment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density , complete as per Technical specification cl. 401 .Ch 4182.00 m to 7500.00m

2737.35

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Water Bound Macadam Providing, laying, spreading and compacting stone aggregate of specific size toWBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100kN static roller in stages to proper grade and camber applying and brooming, stone screening/bindingmaterials to fill up the inter slices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause. 3) Grading-III (A) By manual means Sorbhog to Barikhamar Road Pot holes ( Ch 4182.00m to 7500.00m )

1711.26

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Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per Technical specification clause 1504 complet including carriage)

18249

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Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 80cm x 60 cm rectangular

6

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Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

1327

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HP CULVERT, 1000MM DIA SINGLE OPENING,NP3 ( L= 10.00M): Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

102.17

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

5.54

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Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)

10.41

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Brick masonry work in cement mortar in foundation of head walls (A) Brick masonry in 1:4 cement mortar

48.48

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Plastering with cement mortar in 1:4, 15mm thick on brickwork

71.59

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

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