MGU

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD/MORTH including overhead & Contractor profit, But Excluding GST charges.

Earthwork excavation for roadway in soil by mechanical means including seignorage charges & 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 or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per APSS Specification 301 and as directed by the Engineer-in-Charge (payment will be made based on level for finished item of work).

Construction of embankment with gravel pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/ 305 MORTH including overhead charges & Contractor profit ,But excluding GST & Seignarage charges.

Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-2 including cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with RotaSTor / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (4th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work ).

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) under foundations and under flooring bed using coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, river sand , coarse aggregate, water etc. to site, all charges for machine mixing, laying concrete in foundations and under flooring bed, finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402) MACHINE MIXING

Construction of Cement Concrete road by providing VCC M 25 Grade pannel of size (1.0mx1.0m) using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.

Providing and laying boulder apron for bed protection with stone boulders in CM (1:8) prop: (Cement: Sand) using of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH ,including overhead charges and contractors profit ,But excluding GST & Seignarage charges.

Providing and laying reinforced cement concrete pipe 450 MM dia NP3 class for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit ,But excluding GST & Seignarage charges.

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using,40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete but excluding seigniorage chargesfor finished item of work for Foundations and Flooring Bed (APSS No. 402) for chequered tiles flooring

Solid Fly-ash Block masonry 225 mm thick for panel walls in super structure, parapet walls with cement mortar (1:6) prop (Cement:sand) using solid fly-ash blocks of size 290 x 225 x 140 mm from approved source having minimum crushing strength of 5 N/sq.mm. including cost and conveyance of all materials like cement, river sand , bricks, water etc., to site, excluding seigniorage on all materials but including all incidental and operational, labour charges like mixing cement mortar, scaffolding charges (with Casuarinas Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc), constructing masonry, lift charges, curing overheads & contractors profit etc., complete for finished item of work as per SS 504. for:-Fly Ash Block Masonry in CM 1:6 (290x225x140)

Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete but excluding seigniorage charges for finished item of work for foundation and basement (APSS No. 601 & 615)

Plastering 12mm thick in two coats using screened river sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, river sand, water etc., to site, all operational, incidental charges on materials, cost of all labour charges for mixing mortar, finishing, scaffolding (with Casuarinas Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc) , lift charges, curing, cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)

Painting to New walls with two coats of ready mixed synthetic enamel paint Grade I all shades of approved brand and shade over base coat of cement primer exterior grade -II making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work for external Walls.(APSS No. 912)

Contraction sawn joint groove (using diamond studded blades) 2 mm wide and 1/3 depth of the Cement Concrete pavement (slab). These grooves shall be cut when the concrete is greenish or with in 24hrs of laying. including cost and conveyance of all materials and labour charges etc., complete for finished item of work.

Flooring with chequered cement concrete heavy duty tiles confirming to IS:13801 using aggregates, cement, pigments of size 300mm x 300mm and thickness 25mm of any shade as approved by Engineer - In - Charge set over base coat of cement mortar (1:6), 12 mm

Providing and laying of Hot Applied Thermoplastic compound 2.5 mm thick including reflecting glass beads on bituminous surface at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35, the finished surface to be level, uniform and free from streaks and holes etc. complete for finished item of work (with all leads and Lifts).

Filling with carted gravel by manual means in trenches,sides of foundations and basement with initial lead in layers not exceeding 15cm thick,watering and ramming including cost and conveyance of water to work site and all peraitonal,incidental, labour charges,hire charges of T&P etc., and overheads & contractors profit complete for fnished item of work(APSS NO.309&310).