reinforced cement concrete pipe Tenders in Uttar Pradesh

Public Works Department - Uttar Pradesh

39616420 tender for construction of malahi khera link road.; 1 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 2 excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including 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 with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3 3 construction of subgrade and earthen shouldersconstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 m as per technical specification clause 303.1. 4 granular sub base with well graded material ( table 400.1 ) ( a ) by mix in place methodconstruction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheel roller to achieve thedesired density, complete as per technical specification clause 401. ( i ) for grading i material 5 2 ) wbm grading 2providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. ( a ) by manual means 6 3 ) wbm grading 3providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. ( a ) by manual means 7 prime coat ( i ) low porosityproviding and applying primer coat with bitumen emulsion ( ss 1 ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg / sqm using mechanical means as per technical specification clause 502 8 ( iii ) providing and applying tack coat with bitumen vg 10using bitumendistributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 9 20mm thick open graded premix carpet using bituminous ( penetration grade / modified bitumen ) binderproviding, laying and rolling of open graded premix carpet of 20 mm thickness composed of13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508.case i bymanual means ( i ) bitumen ( s 90 ) 10 seal coatproviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per technical specification clause 510a.by manual means case iii :type c ( i ) bitumen ( s 90 ) 11 brick edging on both side of the road of 1st class brick 8 cm. ( 3 ) wide and 12 cm. ( 41 / 2 ) deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing & ramming the excavated earth including all labour, t&p sudries required for proper completion of work with material. 12 cement concrete pavementconstruction ofun 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 size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing ) , spreading the concrete with shovels, rakes, compacted using needle, screed 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, using curing compound ( where specified ) and water finishing to lines and grade as per drawingand technical specification clause 1501 13 providing and laying reinforced cement concrete pipe np3 as per design in single row 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.b 1000 mm dia 14 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203i.p.c.c grade m 10 ( ii ) nominal mix 1:3.6 ( hand mixing ) 15 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203iii.p.c.c. grade m 20 ( ii ) nominal mix 1:2:4 ( hand mixed ) 16 brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications clauses 600, 1202& 1203i. brick masonry in 1:3 cement mortar 17 plastering with cement mortar ( 1:4 ) , 15 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204...

Due Date : September 22, 2023

Tender Value : ₹ 52.89 Lakhs

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Public Works Department - Uttar Pradesh

38707917 tender for construction of tiwarikapurwa link road. ( ac dariyabad ) 1 excavation in foundation in ordinary soil ( loam clay, or sand ) including filling lift upto 1.5 metre ( 5fts. ) and lead upto 30 m. ( 100 fts. ) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge upto a distance of 30 m. ( 100 fts. ) from the foundation trenches. as per sor 251 2 earthwork in cutting or in embankment in ordinary soil , excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, includingramming & dressing the surface to required levels and slopes and also includinglift up to 1.5 m and lead up to 30 m. the earth cutting to be used in making embankment or to be deposited as spoil banks within 30m ( 100 ft. ) distance as directed by the engineer in charge. as per sor 253 with patri 3 construction of granular sub base by providing close graded material, mixing in a mechanical mix plant at omc, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 4 providing, laying, spreading and compacting stone aggregates of 45 63 mm. to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3wheeled / vivratory roller 8 10 tonne in stages to proper grade and camber, applying and brooming crushdable stone screening materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405 5 providing, laying, spreading and compacting stone aggregates of 22.4 53 mm. to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheel / vivratory roller 8 10 tonne in stages to proper grade and camber, applying and brooming, crushdable stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 6 brick edging on both sides of roads of 1st class bricks 8cm ( 3 ) wide & 12 cm ( 4.50 ) deep laid with mud mortor including labour & suplly of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth including all labour t & p sudries required for completion of work with material. as per s.o.r. 765 7 providing and applying primer coat with bitumen emulsion ( ss ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means as per technical specification clause 502 8 providing and applying tack coat with bitumen ( vg 10 ) using distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 9 providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using vg 10 bitumento required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheeled 8 10 tonne static roller capacity, finished to required level and grades to be followed by seal coat of either type c as per technical specification clause 508. 10 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c, as per technical specification clause 510 11 providing and laying cement concrete 1:3:6 ( 1 cement : 3 coarse sand: 6 graded stone ballast 40 mm. nominal size ) including supply of all materials. labour and t&p etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors. as per sor 280 12 sand filling in plinth excluding supply of necessary quantity of sand from a distance not exceeding 8 km. from the site of work and including watering, ramming , dressing etc. rate to include cost of all materials, labour and t & p etc. required for proper completion of the work.as per sor 255 13 first class bricks work in1:4 in cement and coarse sand of 1.25 f.m. mortar in foundation and plinth including supply of all materials, labour and t&p etc. required for proper completion of the work. as per sor 305 ( b ) 14 providing and laying 900 mm reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. 15 providing and laying 350mm reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. 16 pointing with cement mortar ( 1:3 ) on brickwork as per drawing and technical specification clauses 613.3 and 1204...

Due Date : August 02, 2023

Tender Value : ₹ 81 Lakhs

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Public Works Department - Uttar Pradesh

38707853 tender for construction of vishundaspur link road. ( ac dariyabad ) . 1 excavation in foundation in ordinary soil ( loam clay, or sand ) including filling lift upto 1.5 metre ( 5fts. ) and lead upto 30 m. ( 100 fts. ) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge upto a distance of 30 m. ( 100 fts. ) from the foundation trenches. as per sor 251 2 earthwork in cutting or in embankment in ordinary soil , excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, includingramming & dressing the surface to required levels and slopes and also includinglift up to 1.5 m and lead up to 30 m. the earth cutting to be used in making embankment or to be deposited as spoil banks within 30m ( 100 ft. ) distance as directed by the engineer in charge. as per sor 253 with patri 3 construction of granular sub base by providing close graded material, mixing in a mechanical mix plant at omc, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 4 providing, laying, spreading and compacting stone aggregates of 45 63 mm. to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3wheeled / vivratory roller 8 10 tonne in stages to proper grade and camber, applying and brooming crushdable stone screening materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405 5 providing, laying, spreading and compacting stone aggregates of 22.4 53 mm. to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheel / vivratory roller 8 10 tonne in stages to proper grade and camber, applying and brooming, crushdable stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 6 brick edging on both sides of roads of 1st class bricks 8cm ( 3 ) wide & 12 cm ( 4.50 ) deep laid with mud mortor including labour & suplly of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth including all labour t & p sudries required for completion of work with material. as per s.o.r. 765 7 providing and applying primer coat with bitumen emulsion ( ss ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means as per technical specification clause 502 8 providing and applying tack coat with bitumen ( vg 10 ) using distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 9 providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using vg 10 bitumento required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheeled 8 10 tonne static roller capacity, finished to required level and grades to be followed by seal coat of either type c as per technical specification clause 508. 10 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c, as per technical specification clause 510 11 providing and laying cement concrete 1:3:6 ( 1 cement : 3 coarse sand: 6 graded stone ballast 40 mm. nominal size ) including supply of all materials. labour and t&p etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors. as per sor 280 12 sand filling in plinth excluding supply of necessary quantity of sand from a distance not exceeding 8 km. from the site of work and including watering, ramming , dressing etc. rate to include cost of all materials, labour and t & p etc. required for proper completion of the work.as per sor 255 13 first class bricks work in1:4 in cement and coarse sand of 1.25 f.m. mortar in foundation and plinth including supply of all materials, labour and t&p etc. required for proper completion of the work. as per sor 305 ( b ) 14 providing and laying 900 mm reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. 15 pointing with cement mortar ( 1:3 ) on brickwork as per drawing and technical specification clauses 613.3 and 1204...

Due Date : August 02, 2023

Tender Value : ₹ 80 Lakhs

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Rural Engineering Department - Uttar Pradesh

37266524 construction of development block chatta road in village shergarh development block chatta mathura village shergarh from ramabus kiln to shernagar village. 1 construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 2 construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per specification contained in para 2.2, 3.6, and 3.7 of irc sp 77 2008 a on roadb in 350 mm dia gule 3 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 2 as per technical specification clause 405. 4 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 as per technical specification clause 405. 5 brick edging on both sides on the road of m 150 bricks 8cm wide and 12 cm deep laid with mud mortar including all labour and supply of bricks finished to required template & ramming the excavated earth as directed by the engineer in charge.as per ch no 20 pwd si no 765. 6 providing and applying primer coat with bitumen emulsion ( ss 1 ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg / sqm using mechanical means as per technical specification clause 502 7 providing and applying tack coat with bitumen emulsion ( rs 1 ) using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 8 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508. 9 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per technical specification clause 510 10 supply & laying of i shaped precast interlocking tiles of thickness 80 mm levelling and dressing of surface to required level and slope , filling joints with local sand all complete work. 11 supplying and fixing of informatory sign board i / c all charge 12 earth work excavation in foundation in ordinary soil as per si no 251 a in drain b in 350 mm dia gule 13 p / l c.c in 1:5:10 with cement , c / sand & 40 mm nominal size stone ballast in foundation as per ch no 5 s.i. no.1 d.s.r. specification no 4.1.10 14 class 150 ( non modular ) brick work in 1:4 cemen & c / sand mortar in foundation and plinthas per s.i.no.2 d.s.r.specification no.6.1.1 15 cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate ) complete 25 mm thick with 20 mm nominal size stone aggegate. 16 12 mm thick cement plaster with cement mortar in proportion of 1:4 cement&coarse sand in all comp. of work 17 r.c.c. work in 1:1.5:3 with stone grit , c / sand and cement i / c supply of material , labour and t&p etc.ch n0si n0 18 s / f of ms bars for rcc work i / c supply of material , labour and t&p etc.ch n0si n0 19 providing and laying reinforced cement concrete pipe 350mm dia np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106....

Due Date : April 21, 2023

Tender Value : ₹ 43.48 Lakhs

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