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State Government

CTN :45558196 Due date: 22 Jun, 202622 Jun, 2026 NA
Tender For supply of list of approved construction materials for the preparation of schedule of rates for the year 2026, basic rates of which to be approved by the state level schedule rate committee (materials should conform to relevant b.i.s., mord and mort&h specifications). the rates will be inclusive of royalty but exclusive of all taxes, g.s.t,overhead and contractor's profit. "rates are at source"quarry/ crusher plant. - stone boulder of size 150 mm and below at source quarry, supply of quarried stone 150-200 mm size for hand broken at source quarry, boulder with minimum size of 300 mm for pitching at source quarry, coarse sand i) at source, coarse sand ii) at source , fine sand at source quarry, moorum at source quarry, gravel/quarry spall at source quarry, granular material or hard murum for gsb works at source quarry, fly ash conforming to is:3812 (part ii & i) at hmp plant/batching plant/crushing plant, filter media/filter material as per table 300-3 (mort&h specification) at crusher., close graded granular sub-base material 53 mm to 9.5 mm/4.75mm at crusher., close graded granular sub-base material 37.5 mm to 9.5 mm at crusher. , close graded granular sub-base material 26.5 mm to 9.5 mm at crusher., close graded granular sub-base material 9.5 mm to 4.75 mm at crusher., close graded granular sub-base material 9.5 mm to 2.36mm at crusher., close graded granular sub-base material 4.75mm to 2.36mm at crusher., close graded granular sub-base material 4.75mm to 75 micron at crusher., close graded granular sub-base material 2.36 mm & below at crusher., stone crusher dust finer than 3 mm with not more than 10% passing 0.075 mm sieve at crusher., coarse graded granular sub-base material 2.36 mm & below at crusher., coarse graded granular sub-base material 4.75 mm to 75 micron at crusher., coarse graded granular sub-base material 4.75mm to 2.36 mm at crusher., coarse graded granular sub-base material 9.5mm to 4.75 mm at crusher., coarse graded granular sub-base material 26.5mm to 4.75 mm at crusher., coarse graded granular sub-base material 26.5 mm to 9.5 mm at crusher., coarse graded granular sub-base material 37.5 mm to 9.5 mm at crusher., coarse graded granular sub-base material 53 mm to 26.5 mm at crusher., aggregates below 5.6 mm at crusher., aggregates 22.4 mm to 2.36 mm at crusher., aggregates 22.4 mm to 5.6 mm at crusher., aggregates 45 mm to 2.8 mm at crusher., aggregates 45 mm to 22.4 mm at crusher., aggregates 53 mm to 2.8 mm at crusher., aggregates 53 mm to 22.4 mm(grade iii) at crusher., aggregates 63 mm to 2.8 mm at crusher., aggregates 63 mm to 45 mm (grade ii)at crusher., aggregates 90 mm to 45mm(grade i) at crusher., aggregates 10 mm to 5 mm at crusher., aggregates 11.2 mm to 0.09 mm (key aggregate type b) at crusher., aggregates 13.2 mm to 0.09 mm (key aggregate type a) at crusher., aggregates 13.2 mm to 5.6 mm at crusher., aggregates 13.2 mm to 10 mm at crusher., aggregates 20 mm to 10 mm at crusher., aggregates 25 mm to10 mm at crusher., aggregates 19 mm to 6 mm at crusher., aggregates 37.5 mm to 19 mm at crusher., aggregates 37.5 mm to 25 mm at crusher., aggregates 6 mm nominal size at crusher., aggregates 10 mm nominal size at crusher plant., aggregates 13.2/12.5 mm nominal size at crusher plant., aggregates 20 mm nominal size at crusher plant., aggregates 25 mm nominal size at crusher., aggregates 40 mm nominal size at crusher., crushing of stone aggregates (gsb crusher run), ac pipe 100 mm dia, acrylic polymer bonding coat, alluminium paint, aluminium alloy plate 2mm thick, aluminium alloy/galvanised steel , aluminium sheeting 2mm thick fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable class-b type iv, road aluminium stud with micro prismatic lens reflectors (with shank) 100 x 100 mm, barbed wire, bearing (cost of parts), bearing (cast steel rocker bearing assembly of 250 to

State Government

CTN :45562938 Due date: 22 Jun, 202622 Jun, 2026 NA
Tender For stone boulder of size 150 mm and below at source quarry supply of quarried stone 150-200 mm size for hand broken at source quarry boulder with minimum size of 300 mm for pitching at source quarry coarse sand i) at source coarse sand ii) at source fine sand at source quarry moorum at source quarry gravel/quarry spall at source quarry granular material or hard murum for gsb works at source quarry fly ash conforming to is:3812 (part ii & i) at hmp plant/batching plant/crushing plant filter media/filter material as per table 300-3 (mort&h specification) at crusher. close graded granular sub-base material 53 mm to 9.5 mm/4.75mm at crusher. close graded granular sub-base material 37.5 mm to 9.5 mm at crusher. close graded granular sub-base material 26.5 mm to 9.5 mm at crusher. close graded granular sub-base material 9.5 mm to 4.75 mm at crusher. close graded granular sub-base material 9.5 mm to 2.36mm at crusher. close graded granular sub-base material 4.75mm to 2.36mm at crusher. close graded granular sub-base material 4.75mm to 75 micron at crusher. close graded granular sub-base material 2.36 mm & below at crusher. stone crusher dust finer than 3 mm with not more than 10% passing 0.075 mm sieve at crusher. coarse graded granular sub-base material 2.36 mm & below at crusher. coarse graded granular sub-base material 4.75 mm to 75 micron at crusher. coarse graded granular sub-base material 4.75mm to 2.36 mm at crusher. coarse graded granular sub-base material 9.5mm to 4.75 mm at crusher. coarse graded granular sub-base material 26.5mm to 4.75 mm at crusher. coarse graded granular sub-base material 26.5 mm to 9.5 mm at crusher. coarse graded granular sub-base material 37.5 mm to 9.5 mm at crusher. coarse graded granular sub-base material 53 mm to 26.5 mm at crusher. aggregates below 5.6 mm at crusher. aggregates 22.4 mm to 2.36 mm at crusher. aggregates 22.4 mm to 5.6 mm at crusher. aggregates 45 mm to 2.8 mm at crusher. aggregates 45 mm to 22.4 mm at crusher. aggregates 53 mm to 2.8 mm at crusher. aggregates 53 mm to 22.4 mm(grade iii) at crusher. aggregates 63 mm to 2.8 mm at crusher. aggregates 63 mm to 45 mm (grade ii)at crusher. aggregates 90 mm to 45mm(grade i) at crusher. aggregates 10 mm to 5 mm at crusher. aggregates 11.2 mm to 0.09 mm (key aggregate type b) at crusher. aggregates 13.2 mm to 0.09 mm (key aggregate type a) at crusher. aggregates 13.2 mm to 5.6 mm at crusher. aggregates 13.2 mm to 10 mm at crusher. aggregates 20 mm to 10 mm at crusher. aggregates 25 mm to10 mm at crusher. aggregates 19 mm to 6 mm at crusher. aggregates 37.5 mm to 19 mm at crusher. aggregates 37.5 mm to 25 mm at crusher. aggregates 6 mm nominal size at crusher. aggregates 10 mm nominal size at crusher plant. aggregates 13.2/12.5 mm nominal size at crusher plant. aggregates 20 mm nominal size at crusher plant. aggregates 25 mm nominal size at crusher. aggregates 40 mm nominal size at crusher. crushing of stone aggregates (gsb crusher run) ac pipe 100 mm dia acrylic polymer bonding coat alluminium paint aluminium alloy plate 2mm thick aluminium alloy/galvanised steel aluminium sheeting 2mm thick fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable class-b type iv road aluminium stud with micro prismatic lens reflectors (with shank) 100 x 100 mm barbed wire bearing (cost of parts) bearing (cast steel rocker bearing assembly of 250 tonne ) road studs 100x100mm fitted with lense reflectors vide clause cl 804.2 of morth (5th revision) bearing (elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation) taking elastomeric bearing of size 500 x 400 x 96mm, overall volume=19200 cubic cm bearing (forged steel roller bearing of 250 tonne) bearing (pot type bearing assembly consisting of a metal piston supported by a disc, pt

State Government

CTN :45558189 Due date: 22 Jun, 202622 Jun, 2026 NA
Tender For the quotation is invited to ascertain and assess the rate of materials as per with lowest market rate for framing of schedule of rate. - stone boulder of size 150 mm and below at source quarry, supply of quarried stone 150-200 mm size for hand broken at source quarry, boulder with minimum size of 300 mm for pitching at source quarry, coarse sand i) at source, coarse sand ii) at source, fine sand at source quarry, moorum at source quarry, gravel/quarry spall at source quarry, granular material or hard murum for gsb works at source quarry, fly ash conforming to is:3812 (part ii & i) at hmp plant/batching plant/crushing plant, filter media/filter material as per table 300-3 (mort&h specification) at crusher., close graded granular sub-base material 53 mm to 9.5 mm/4.75mm at crusher., close graded granular sub-base material 37.5 mm to 9.5 mm at crusher., close graded granular sub-base material 26.5 mm to 9.5 mm at crusher., close graded granular sub-base material 9.5 mm to 4.75 mm at crusher., close graded granular sub-base material 9.5 mm to 2.36mm at crusher., close graded granular sub-base material 4.75mm to 2.36mm at crusher., close graded granular sub-base material 4.75mm to 75 micron at crusher., close graded granular sub-base material 2.36 mm & below at crusher., stone crusher dust finer than 3 mm with not more than 10% passing 0.075 mm sieve at crusher., coarse graded granular sub-base material 2.36 mm & below at crusher., coarse graded granular sub-base material 4.75 mm to 75 micron at crusher., coarse graded granular sub-base material 4.75mm to 2.36 mm at crusher., coarse graded granular sub-base material 9.5mm to 4.75 mm at crusher., coarse graded granular sub-base material 26.5mm to 4.75 mm at crusher., coarse graded granular sub-base material 26.5 mm to 9.5 mm at crusher., coarse graded granular sub-base material 37.5 mm to 9.5 mm at crusher., coarse graded granular sub-base material 53 mm to 26.5 mm at crusher., aggregates below 5.6 mm at crusher., aggregates 22.4 mm to 2.36 mm at crusher., aggregates 22.4 mm to 5.6 mm at crusher., aggregates 45 mm to 2.8 mm at crusher., aggregates 45 mm to 22.4 mm at crusher., aggregates 53 mm to 2.8 mm at crusher., aggregates 53 mm to 22.4 mm(grade iii) at crusher., aggregates 63 mm to 2.8 mm at crusher., aggregates 63 mm to 45 mm (grade ii)at crusher., aggregates 90 mm to 45mm(grade i) at crusher., aggregates 10 mm to 5 mm at crusher., aggregates 11.2 mm to 0.09 mm (key aggregate type b) at crusher., aggregates 13.2 mm to 0.09 mm (key aggregate type a) at crusher., aggregates 13.2 mm to 5.6 mm at crusher., aggregates 13.2 mm to 10 mm at crusher., aggregates 20 mm to 10 mm at crusher., aggregates 25 mm to10 mm at crusher., aggregates 19 mm to 6 mm at crusher., aggregates 37.5 mm to 19 mm at crusher., aggregates 37.5 mm to 25 mm at crusher., aggregates 6 mm nominal size at crusher., aggregates 10 mm nominal size at crusher plant., aggregates 13.2/12.5 mm nominal size at crusher plant., aggregates 20 mm nominal size at crusher plant., aggregates 25 mm nominal size at crusher., aggregates 40 mm nominal size at crusher., crushing of stone aggregates (gsb crusher run), ac pipe 100 mm dia, acrylic polymer bonding coat, alluminium paint, aluminium alloy plate 2mm thick, aluminium alloy/galvanised steel, aluminium sheeting 2mm thick fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable class-b type iv, road aluminium stud with micro prismatic lens reflectors (with shank) 100 x 100 mm, barbed wire, bearing (cost of parts), bearing (cast steel rocker bearing assembly of 250 tonne ), road studs 100x100mm fitted with lense reflectors vide clause cl 804.2 of morth (5th revision), bearing (elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation), taking elastomeri

State Government

CTN :45562939 Due date: 22 Jun, 202622 Jun, 2026 NA
Tender For list of approved construction materials for the preparation of schedule of rates for the year 2026, basic rates of which to be approved by the state level schedule rate committee (materials should conform to relevant b.i.s., mord and mort&h specifications). the rates will be inclusive of royalty but exclusive of all taxes, g.s.t,overhead and contractors profit. "rates are at source"quarry/ crusher plant. - stone boulder of size 150 mm and below at source quarry, supply of quarried stone 150-200 mm size for hand broken at source quarry, boulder with minimum size of 300 mm for pitching at source quarry, coarse sand i) at source, coarse sand ii) at source, fine sand at source quarry, moorum at source quarry, gravel/quarry spall at source quarry, granular material or hard murum for gsb works at source quarry, fly ash conforming to is:3812 (part ii & i) at hmp plant/batching plant/crushing plant, filter media/filter material as per table 300-3 (mort&h specification) at crusher., close graded granular sub-base material 53 mm to 9.5 mm/4.75mm at crusher., close graded granular sub-base material 37.5 mm to 9.5 mm at crusher., close graded granular sub-base material 26.5 mm to 9.5 mm at crusher., close graded granular sub-base material 9.5 mm to 4.75 mm at crusher., close graded granular sub-base material 9.5 mm to 2.36mm at crusher., close graded granular sub-base material 4.75mm to 2.36mm at crusher., close graded granular sub-base material 4.75mm to 75 micron at crusher., close graded granular sub-base material 2.36 mm & below at crusher., stone crusher dust finer than 3 mm with not more than 10% passing 0.075 mm sieve at crusher., coarse graded granular sub-base material 2.36 mm & below at crusher., coarse graded granular sub-base material 4.75 mm to 75 micron at crusher., coarse graded granular sub-base material 4.75mm to 2.36 mm at crusher., coarse graded granular sub-base material 9.5mm to 4.75 mm at crusher., coarse graded granular sub-base material 26.5mm to 4.75 mm at crusher., coarse graded granular sub-base material 26.5 mm to 9.5 mm at crusher., coarse graded granular sub-base material 37.5 mm to 9.5 mm at crusher., coarse graded granular sub-base material 53 mm to 26.5 mm at crusher., aggregates below 5.6 mm at crusher., aggregates 22.4 mm to 2.36 mm at crusher., aggregates 22.4 mm to 5.6 mm at crusher., aggregates 45 mm to 2.8 mm at crusher., aggregates 45 mm to 22.4 mm at crusher., aggregates 53 mm to 2.8 mm at crusher., aggregates 53 mm to 22.4 mm(grade iii) at crusher., aggregates 63 mm to 2.8 mm at crusher., aggregates 63 mm to 45 mm (grade ii)at crusher., aggregates 90 mm to 45mm(grade i) at crusher., aggregates 10 mm to 5 mm at crusher., aggregates 11.2 mm to 0.09 mm (key aggregate type b) at crusher., aggregates 13.2 mm to 0.09 mm (key aggregate type a) at crusher., aggregates 13.2 mm to 5.6 mm at crusher., aggregates 13.2 mm to 10 mm at crusher., aggregates 20 mm to 10 mm at crusher., aggregates 25 mm to10 mm at crusher., aggregates 19 mm to 6 mm at crusher., aggregates 37.5 mm to 19 mm at crusher., aggregates 37.5 mm to 25 mm at crusher., aggregates 6 mm nominal size at crusher., aggregates 10 mm nominal size at crusher plant., aggregates 13.2/12.5 mm nominal size at crusher plant., aggregates 20 mm nominal size at crusher plant., aggregates 25 mm nominal size at crusher., aggregates 40 mm nominal size at crusher., crushing of stone aggregates (gsb crusher run), ac pipe 100 mm dia, acrylic polymer bonding coat, alluminium paint, aluminium alloy plate 2mm thick, aluminium alloy/galvanised steel, aluminium sheeting 2mm thick fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable class-b type iv, road aluminium stud with micro prismatic lens reflectors (with shank) 100 x 100 mm, barbed wire, bearing (cost of parts), bearing (cast steel rocker bearing assembly of 250 tonne ), road st

State Government

CTN :45526144 Due date: 17 Jun, 202617 Jun, 2026 13.97 Lacs
Tender For supplying of building material and required eqipment for consrection of cement concret raod nadgepada grampanchayat chambharshet - rubble, portland cement, close graded granular sub-base material 9.5 mm to 4.75 mm, stone aggregate(single size): 12.5 mm nominal size, stone aggregate (single size):20 mm nominal size, gravel 40 mm dn, vibrator (needle type 40 mm), coarse sand (zone iii), mixer, material cost rs 1/- per unit. conveyance, cib

CTN :45565907 Due date: 23 Jun, 202623 Jun, 2026 NA
Tender For supplying of materials and supplying and spreading of materials at various places of vapi municipal area. annual rate 2026-2027 - supplying of yellow earth, garden soil at site as directed., supplying of hard murram at site as directed., supplying of coarse clean sharp sand at site as directed., supplying of crushed stone aggregates, chippings etc. of disintegrated pieces, eletatrious and organic matter (for bitumen surface dressing etc.) and grading as per i.r.c.code., (i)10 mm to 40 mm size m/c metal, (ii)6 mm to 10 mm size grit., (iii) 40 mm to 90 mm size metal, (iv)9 thick rubble, supplying bricks., supplying of granular sub base by providing coarse graded material, mixing by mix in place method with rotavator at omc, with grading material of 53 mm to 26.5 mm size @35 percent,26.5mm to 4.75 mm @ 45 percent and 2.36mm below @ 20 percent at site as directed., providing wet mix base course maximum 200 mm thick using machine crushed b.t. chips as per required gradation mixing with required optimum quantity of water conveying the mix to site of work, including cost of materials labour plant and equipment etc complete, construction of granular sub-base by providing coarse graded material(metal), spreading in uniform layer on prepared surface mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, etc, complete as directed by engineer in charge., providing and laying wet mix base course maximum 150 mm thick using machine crushed b.t. chips as per required gradation mixing with required optimum quantity of water conveying the mix to site of work, spreading into grade and camber with mechanical paver and consolidation with vibratory road roller including cost of material labour plant and equipment etc complete as directed by engineer in charge., supplying and spreading of following materials at site as directed by engineer in charge including rolling and consolidation with vibratory roller as directed by enigineer in charge., (i)10 mm to 40 mm size m/c metal, (ii)6 mm to 10 mm size grit., (iii)40 mm to 90 mm size metal, (iv)9 thick rubble, supplying and spreading hard murram including rolling and consolidation with vibratory roller as directed by enigineer in charge., note:- all rate are required compulsory

State Government

CTN :45525534 Due date: 23 Jun, 202623 Jun, 2026 73.19 Lacs
Tender For restoration of rain damages on rehan bharmar road km. 0.0 to 3.100 sh providing and laying granular sub base grading ii grading iii in extended width and

CTN :45499744 Due date: 24 Jun, 202624 Jun, 2026 27.12 Lacs
Tender For providing developmental works in torragudipadu g.p of chimakurthy mandal package 5 works - scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord , construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord , construction of sub grade with quarry waste(table 400.13) by mix in place method normal construction of granular sub base by providing quarry waste material spreading in uniform layers with motor graded on prepared surfce mixing by mix in place method with rotavator at once and compacting with vibratory roller 80-100 kn r to achive the desired density complete as per clause 401.4 as per technical specification clause 408 mord , construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. , clearing juliflora (prosafis) jungle including up-rooting and removing of juliflora stumps. etc complete. ssr from road & bridge works rates of materials & work items ..112(d) of current ssr (2025-26). mat-00482

CTN :45499755 Due date: 24 Jun, 202624 Jun, 2026 17.88 Lacs
Tender For providing developmental works in yerragudipadu (v) & g.p chimakurthy mandal package 2 (3 works) - scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord. , construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord , construction of sub grade with quarry waste(table 400.13) by mix in place method normal construction of granular sub base by providing quarry waste material spreading in uniform layers with motor graded on prepared surfce mixing by mix in place method with rotavator at once and compacting with vibratory roller 80-100 kn r to achive the desired density complete as per clause 401.4 as per technical specification clause 408 mord , construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. , clearing juliflora (prosafis) jungle including up-rooting and removing of juliflora stumps. etc complete. ssr from road & bridge works rates of materials & work items ..112(d) of current ssr (2025-26). mat-00482

CTN :45499760 Due date: 24 Jun, 202624 Jun, 2026 27.45 Lacs
Tender For providing developmental works in yelurivaripalem (v) of chimkaurthy mandal package (4 works) - shoulders are filling the selected earth for levelling the site as per drawing and technical specification clause 305.3.9 mord & 304 morth but excluding gst & seigniorage charges. for shoulders. , scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical specification 305 mord / 304 morth , construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord , construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges.
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