Public Works Department Tender

Providing and laying premixed sand seal coat on patch area comprising of thin application of fine aggregate (0.06 cum/10 sqm) premixed with 6.8kg/ 10 sqm binder VG-10 grade in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material.

Providing and laying factory made chamfered edge ISI approved Cement Concrete paver blocks of Category "B" (dentated only two sides like I, Z or T shape) made by table vibratory method or automatic stationery hydraulic vibro pressed machine, to attain superior smooth finish using PU or equivalent moulds, laid in required colour and pattern over 25-50 mm thick compacted bed of Coarse sand of required gradation as per specifications, compacting and proper embedding/ laying with vibratory compaction using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc. as per manufacturer's specifications and direction of Engineer-in-charge. Providing and laying of interlocking concrete block (M-30 Grade) pavements as per IRC:SP:63 having thickness 80mm as per drawing and technical specifications.

Collection of well-burnt/ slightly over burnt bricks of minimum strength 100. Kg. Per sq.cm. of size, for soling/ Edging with an av. Lead of 5 Km

Labour charges for laying brick edging up to 23 cm deep and up to 11.5 cm. wide according to approved brick size (to be specified) including digging of trenches, fixing of bricks in position, refilling and disposal of surplus earth etc. complete.

Patching WBM surfaces with stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 including cost of material, machinery & labour complete. Upto 50 mm thick

Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of light jungle

Providing and laying granular sub-base material as per MoRTH specification table 400-1, having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured) with CBR of material not less than 15 (For rural roads only) as per MoRTH specification clause 401 with all lead

Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-9 & 400-10 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404 & 112] (by manual means) with all leads (compacted thickness as specified to be measured)

Dewatering of RUB's or any other with the help of adequate pumping complete in all respectsusing 20 to 30 H.P. pump set.

Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres. [MoRTH Specification : Clause 301, 304]. Ordinary Soil

Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/ Bed level as per MoRTH Specification : Clause 1000, 1500 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size.

Providing and laying first class brick masonry work (minimum 10.5 MPa) up to a depth of 1.50 meters below ground and above 1.50m from Bed/ground level complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Cement mortar 1:4 (1 cement : 4 coarse sand)

Providing Cement plaster 20 mm thick in cement mortar 1:4 at all levels as per MoRTH Specfication: Clause:1000 & 1300

Providing and laying Plain cement concrete mix with stone aggregate 20mm nominal size mechnically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000, 1500 & 1700.P.C.C. grade M-15 in superstructure upto 4.5 mtr. from ground level