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List of latest dewatering-work Tenders in Indian Tenders. Click on any dewatering-work Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for dewatering-work Tenders.

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State Government

TRN :49024063 | 16 May, 2025

Tender Value : 27.57 Lacs

Hamirpur - Uttar Pradesh

Tender for tender for patyora-1 cd new, sumerpur - check dam construction work under atal ground water scheme - e/w in excavation in mar & kawer soil0.00 to 1.50 meter earth work 2 1.50 mteter to 3.50 meter 3 in satureted soil 0.00 to 1.50 meter 4 s/f of ms sign board comp at 5 removal of slush 6 pakka workc.c. in 1:3:6 c/s 25-5040 mm s/b 7 r.c.r. stone masonary with (khanda stone) with cement mortar in 1:4 8 r.c.r. stone masonary with hard stone bolder in cement mortar in 1:4 9 c.c. in 1:2:4 c/s 10-20 mm stone grit 10 cement pointing in 1:2 (struck rised ) on stone masonary 11 cement plaster 1:2 on stone masonary 12 dry stone pitching 13 dewatering during work by 8.00 h.p. diesel pump set

State Government

TRN :49024067 | 16 May, 2025

Tender Value : 25.40 Lacs

Hamirpur - Uttar Pradesh

Tender for tender for chandpurwa cd new, sumerpur - check dam construction work under atal ground water scheme - e/w in excavation in mar & kawer soil0.00 to 1.50 meter earth work 2 1.50 mteter to 3.50 meter 3 in satureted soil 0.00 to 1.50 meter 4 s/f of ms sign board comp at 5 removal of slush 6 pakka workc.c. in 1:3:6 c/s 25-5040 mm s/b 7 r.c.r. stone masonary with (khanda stone) with cement mortar in 1:4 8 r.c.r. stone masonary with hard stone bolder in cement mortar in 1:4 9 c.c. in 1:2:4 c/s 10-20 mm stone grit 10 cement pointing in 1:2 (struck rised ) on stone masonary 11 cement plaster 1:2 on stone masonary 12 dry stone pitching 13 dewatering during work by 8.00 h.p. diesel pump set

State Government

TRN :49024078 | 16 May, 2025

Tender Value : 25.51 Lacs

Hamirpur - Uttar Pradesh

Tender for tender for gurkhura pond, village- baukhar, block- sarila - pond restoration work under atal groundwater scheme - excavation in earthwork in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (ch-4, 4.04(e)) 2 excavation in earthwork (by any means) in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift (beyond 3.00m lift) including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.15) 3 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.13) 4 excavation in earthwork (by any means) in mar, kabar, ranker and kankar sturated soil in digging including lead up to 30m and lift (beyond 3.00m lift) upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.17) 5 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.12) 6 earthworki in foundation of wall piers abutments etc with disposal with in 30m lead and 1.5m lift by hydraulic/mechanical excavator id s.no. (b) 7 sand filling for foundation inlet, outlet, ramp 8 c.c. in 1:3:6 cement, sand and20-40mm gauge stone ballast including the cost of materials labours and etc. required for proper completion of work. 9 r.c.r. stone massonery work in 1:4 cement sand mortar including the cost of material, labour etc. required for proper completion of work. 10 supply of fixing of 1000mm dia np3 hume pipe with coller all cost complete. 11 c.c. in 1:2:4 cement, sand and10-20mm grit including the cost of materials labours and etc. required for proper completion of work. 12 plastering in 1:2 cement sand mortar including the cost of material labour etc. to required for proper completion of work. 13 dry stone boulder filling in chamber 14 dewatering during work by 8hp dp set

State Government

TRN :49024084 | 16 May, 2025

Tender Value : 27.61 Lacs

Hamirpur - Uttar Pradesh

Tender for tender for sahurapur cd new, sumerpur - check dam construction work under atal ground water scheme - e/w in excavation in mar & kawer soil0.00 to 1.50 meter earth work 2 1.50 mteter to 3.50 meter 3 in satureted soil 0.00 to 1.50 meter 4 s/f of ms sign board comp at 5 removal of slush 6 pakka workc.c. in 1:3:6 c/s 25-5040 mm s/b 7 r.c.r. stone masonary with (khanda stone) with cement mortar in 1:4 8 r.c.r. stone masonary with hard stone bolder in cement mortar in 1:4 9 c.c. in 1:2:4 c/s 10-20 mm stone grit 10 cement pointing in 1:2 (struck rised ) on stone masonary 11 cement plaster 1:2 on stone masonary 12 dry stone pitching 13 dewatering during work by 8.00 h.p. diesel pump set

State Government

TRN :49026212 | 16 May, 2025

Tender Value : 20.47 Lacs

Hamirpur - Uttar Pradesh

Tender for tender for nekan pond, sarsai, gohand - pond restoration work under rain water harvesting and ground water enrichment scheme - excavation in earthwork in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (ch-4, 4.04(e)) 2 excavation in earthwork (by any means) in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift (beyond 3.00m lift) including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.15) 3 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.13) 4 excavation in earthwork (by any means) in mar, kabar, ranker and kankar sturated soil in digging including lead up to 30m and lift (beyond 3.00m lift) upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.17) 5 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.12) 6 earthworki in foundation of wall piers abutments etc with disposal with in 30m lead and 1.5m lift by hydraulic/mechanical excavator id s.no. (b) 7 sand filling for foundation inlet, outlet, ramp 8 c.c. in 1:3:6 cement, sand and20-40mm gauge stone ballast including the cost of materials labours and etc. required for proper completion of work. 9 r.c.r. stone massonery work in 1:4 cement sand mortar including the cost of material, labour etc. required for proper completion of work. 10 supply of fixing of 1000mm dia np3 hume pipe with coller all cost complete. 11 c.c. in 1:2:4 cement, sand and10-20mm grit including the cost of materials labours and etc. required for proper completion of work. 12 plastering in 1:2 cement sand mortar including the cost of material labour etc. to required for proper completion of work. 13 dry stone boulder filling in chamber 14 dewatering during work by 8hp dp set

State Government

TRN :49026225 | 16 May, 2025

Tender Value : 22.73 Lacs

Hamirpur - Uttar Pradesh

Tender for tender for sanduk pond, village- pandhari, block- sumerpur - pond restoration work under rain water harvesting and ground water enrichment scheme - excavation in earthwork in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (ch-4, 4.04(e)) 2 excavation in earthwork (by any means) in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift (beyond 3.00m lift) including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.15) 3 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.13) 4 excavation in earthwork (by any means) in mar, kabar, ranker and kankar sturated soil in digging including lead up to 30m and lift (beyond 3.00m lift) upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.17) 5 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.12) 6 earthworki in foundation of wall piers abutments etc with disposal with in 30m lead and 1.5m lift by hydraulic/mechanical excavator id s.no. (b) 7 sand filling for foundation inlet, outlet, ramp 8 c.c. in 1:3:6 cement, sand and20-40mm gauge stone ballast including the cost of materials labours and etc. required for proper completion of work. 9 r.c.r. stone massonery work in 1:4 cement sand mortar including the cost of material, labour etc. required for proper completion of work. 10 supply of fixing of 1000mm dia np3 hume pipe with coller all cost complete. 11 c.c. in 1:2:4 cement, sand and10-20mm grit including the cost of materials labours and etc. required for proper completion of work. 12 plastering in 1:2 cement sand mortar including the cost of material labour etc. to required for proper completion of work. 13 dry stone boulder filling in chamber 14 dewatering during work by 8hp dp set

State Government

TRN :49026587 | 16 May, 2025

Tender Value : 21.97 Lacs

Hamirpur - Uttar Pradesh

Tender for tender for dadokhar pond, village- mahera, block- muskara - pond restoration work under rain water harvesting and ground water enrichment scheme - excavation in earthwork in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (ch-4, 4.04(e)) 2 excavation in earthwork (by any means) in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift (beyond 3.00m lift) including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.15) 3 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.13) 4 excavation in earthwork (by any means) in mar, kabar, ranker and kankar sturated soil in digging including lead up to 30m and lift (beyond 3.00m lift) upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.17) 5 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.12) 6 earthworki in foundation of wall piers abutments etc with disposal with in 30m lead and 1.5m lift by hydraulic/mechanical excavator id s.no. (b) 7 sand filling for foundation inlet, outlet, ramp 8 c.c. in 1:3:6 cement, sand and20-40mm gauge stone ballast including the cost of materials labours and etc. required for proper completion of work. 9 r.c.r. stone massonery work in 1:4 cement sand mortar including the cost of material, labour etc. required for proper completion of work. 10 supply of fixing of 1000mm dia np3 hume pipe with coller all cost complete. 11 c.c. in 1:2:4 cement, sand and10-20mm grit including the cost of materials labours and etc. required for proper completion of work. 12 plastering in 1:2 cement sand mortar including the cost of material labour etc. to required for proper completion of work. 13 dry stone boulder filling in chamber 14 dewatering during work by 8hp dp set

corporations/Associations/Others

TRN :49029516 | 19 May, 2025

Tender Value : 70.00 Lacs

Kutch - Gujarat

Tender for annual rate contract for the work to supply various goods at water works department of gandhidham municipal corporation.=1 isi mark 6kg/cm2 pvc pipe with socket, supreme, finolex, prince, dutron, mefer and its equivalent 1.1 63mm 1.2 90mm 1.3 110mm 1.4 160mm 1.5 200mm 1.6 225mm 2 isi mark 4kg/cm2 pvc pipe with as above mentioned brand 2.1 63mm 2.2 90mm 2.3 110mm 2.4 160mm 2.5 200mm 2.6 225mm 3.1 6 cast iron foot valve 3.2 8 cast iron foot valve 3.3 10 cast iron foot valve 4.1 6 cast iron isi mark non return valve 4.2 8 cast iron isi mark non return valve 4.3 10 cast iron isi mark non return valve 5.1 3 cast iron isi mark pn-1 sluice valve 5.2 4 cast iron isi mark pn-1 sluice valve 5.3 6 cast iron isi mark pn-1 sluice valve 5.4 8 cast iron isi mark pn-1 sluice valve 5.5 10 cast iron isi mark pn-1 sluice valve 5.6 12 cast iron isi mark pn-1 sluice valve 5.7 14 cast iron isi mark pn-1 sluice valve 5.8 16 cast iron isi mark pn-1 sluice valve 5.9 18 cast iron isi mark pn-1 sluice valve 5.10 24 cast iron isi mark pn-1 sluice valve 6 isi mark class 10kg/cm2 ac pipe fitting ci collor all sbr rubber ring set with nut bolt and other necessary item, short collar 6.1 3 short collar 6.2 4 short collar 6.3 6 short collar 6.4 8 short collar 6.5 10 short collar 6.6 12 short collar 6.7 14 short collar 6.8 16 short collar 6.9 18 short collar 6.10 24 short collar 7 isi mark class 10kg/cm2 ac pipe fitting ci collor all sbr rubber ring set with nut bolt and other necessary item, long collar 7.1 3 long collar 7.2 4 long collar 7.3 6 long collar 7.4 8 long collar 7.5 10 long collar 7.6 12 long collar 7.7 14 long collar 7.8 16 long collar 7.9 18 long collar 7.10 24 long collar 8 isi mark class 15kg/cm2 ac pipe fitting ci collor all sbr rubber ring set with nut bolt and other necessary item, short collar 8.1 3 short collar 8.2 4 short collar 8.3 6 short collar 8.4 8 short collar 8.5 10 short collar 8.6 12 short collar 8.7 14 short collar 8.8 16 short collar 8.9 18 short collar 8.10 24 short collar 9 isi mark class 15kg/cm2 ac pipe fitting ci collor all sbr rubber ring set with nut bolt and other necessary item, long collar 9.1 3 long collar 9.2 4 long collar 9.3 6 long collar 9.4 8 long collar 9.5 10 long collar 9.6 12 long collar 9.7 14 long collar 9.8 16 long collar 9.9 18 long collar 9.10 24 long collar 10 cast iron double acting air valve 3 to 24 11 isi brand engine with couple pump (dewatering set) mounted on trolley with two tires tube, heavy duty suction pipe 4 meters and heavy duty delivery pipe 10 meters 11.1 5 hp 11.2 7.5 hp 11.3 10 hp 12 isi mark priming motor with pump 12.1 0.5 hp 12.2 1 hp 13 cast iron tail piece flanged to fit class 10 kg/cm2 ac pipe from 3 to 24 14 80mm to 600mm cast iron fitting flange and without flange 15 isi brand heavy duty valve opening wrench taparia make or its equivalent 15.1 14 15.2 18 15.3 24 16 isi mark heavy duty fix spanner set 17 isi mark heavy duty ring spanner set 18 chain pully block 5 ton capacity 19 20 21 solution for pvc pipe joint 22 waterproof compound 23 liquid for quick cement setting in leakage repair 24 aprooved quality black japan oil paint 25.1 1/2 isi mark brass wheel valve 25.2 3/4 isi mark brass wheel valve 25.3 1 isi mark brass wheel valve 25.4 1/5 isi mark brass wheel valve 25.5 2 isi mark brass wheel valve 25.6 2/5 isi mark brass wheel valve 25.7 3 isi mark brass wheel valve 26.1 6 6mm thick ms pipe 26.2 10 6mm thick ms pipe 27.1 3 ms flange 27.2 4 ms flange 27.3 6 ms flange 27.4 8 ms flange 27.5 10 ms flange 27.6 12 ms flange 27.7 14 ms flange 27.8 16 ms flange 27.9 18 ms flange 27.10 24 ms flange 28 fatakdi 29.1 1/2 gi pipe 29.2 3/4 gi pipe 29.3 1 gi pipe 29.4 2 gi pipe 29.5 3 gi pipe 29.6 4 gi pipe 30 hypo chloride solution 80 to 90 gpl (chlorine liquid) in plastic cane 31 chlorine tablet isi mark 32 bleaching powder 33.1 200 liter heavy pvc tanki 33.2 500 liter heavy pvc tanki 33.3 700 liter heavy pvc tanki 33.4 1000 liter heavy pvc tanki 34 nut blot 35 rubber packing 36 spun yarn 37 stad nut approved quality 38 hexa frame approved quality 39 hexo blade isi marked 40 hand glowes isi marked 41 isi mark pvc fittings all socket, elbow, tee, inner, outer and cap etc. 41.1 2 41.2 3 41.3 4 41.4 6 41.5 8 42 all type gi fittings 43.1 3 dhoriya pipe (pvc) (can be wrapped) 43.2 4 dhoriya pipe (pvc) (can be wrapped) 43.3 5 dhoriya pipe (pvc) (can be wrapped) 43.4 6 dhoriya pipe (pvc) (can be wrapped) 44.1 2 saction pipe (for water tanker) 44.2 2/5 saction pipe (for water tanker) 44.3 3 saction pipe (for water tanker) 44.4 4 saction pipe (for water tanker) 44.5 5 saction pipe (for water tanker) 45.1 1/2 pvc fittings (socket) 45.2 3/4 pvc fittings (socket) 45.3 1 pvc fittings (socket) 45.4 1.5 pvc fittings (socket) 45.5 2 pvc fittings (socket) 45.6 3 pvc fittings (socket) 45.7 4 pvc fittings (socket) 45.8 5 pvc fittings (socket) 45.90 6 pvc fittings (socket) 45.10 8 pvc fittings (socket) 45.11 9 pvc fittings (socket) 45.12 10 pvc fittings (socket) 45.13 12 pvc fittings (socket) 46.1 1/2 pvc fittings (tee) 46.2 3/4 pvc fittings (tee) 46.3 1 pvc fittings (tee) 46.4 1.5 pvc fittings (tee) 46.5 2 pvc fittings (tee) 46.6 3 pvc fittings (tee) 46.7 4 pvc fittings (tee) 46.8 5 pvc fittings (tee) 46.9 6 pvc fittings (tee) 46.10 8 pvc fittings (tee) 46.11 9 pvc fittings (tee) 46.12 10 pvc fittings (tee) 46.13 12 pvc fittings (tee) 47.1 1/2 pvc fittings (elbow) 47.2 3/4 pvc fittings (elbow) 47.3 1 pvc fittings (elbow) 47.4 1.5 pvc fittings (elbow) 47.5 2 pvc fittings (elbow) 47.6 3 pvc fittings (elbow) 47.7 4 pvc fittings (elbow) 47.8 5 pvc fittings (elbow) 47.9 6 pvc fittings (elbow) 47.10 8 pvc fittings (elbow) 47.11 9 pvc fittings (elbow) 47.12 10 pvc fittings (elbow) 47.13 12 pvc fittings (elbow) 48.1 1/2 pvc fittings (outer) 48.2 3/4 pvc fittings (outer) 48.3 1 pvc fittings (outer) 48.4 1.5 pvc fittings (outer) 48.5 2 pvc fittings (outer) 48.6 3 pvc fittings (outer) 48.7 4 pvc fittings (outer) 48.8 5 pvc fittings (outer) 48.9 6 pvc fittings (outer) 48.10 8 pvc fittings (outer) 48.11 9 pvc fittings (outer) 48.12 10 pvc fittings (outer) 48.13 12 pvc fittings (outer) 49.1 1/2 pvc fittings (inner) 49.2 3/4 pvc fittings (inner) 49.3 1 pvc fittings (inner) 49.4 1.5 pvc fittings (inner) 49.5 2 pvc fittings (inner) 49.6 3 pvc fittings (inner) 49.7 4 pvc fittings (inner) 49.8 5 pvc fittings (inner) 49.9 6 pvc fittings (inner) 49.10 8 pvc fittings (inner) 49.11 9 pvc fittings (inner) 49.12 10 pvc fittings (inner) 49.13 12 pvc fittings (inner) 50.1 1/2 pvc fittings (reducer) 50.2 3/4 pvc fittings (reducer) 50.3 1 pvc fittings (reducer) 50.4 1.5 pvc fittings (reducer) 50.5 2 pvc fittings (reducer) 50.6 3 pvc fittings (reducer) 50.7 4 pvc fittings (reducer) 50.8 5 pvc fittings (reducer) 50.9 6 pvc fittings (reducer) 50.10 8 pvc fittings (reducer) 50.11 9 pvc fittings (reducer) 50.12 10 pvc fittings (reducer) 50.13 12 pvc fittings (reducer) 51.1 1/2 pvc fittings (end cap (dummy)) 51.2 3/4 pvc fittings (end cap (dummy)) 51.3 1 pvc fittings (end cap (dummy)) 51.4 1.5 pvc fittings (end cap (dummy)) 51.5 2 pvc fittings (end cap (dummy)) 51.6 3 pvc fittings (end cap (dummy)) 51.7 4 pvc fittings (end cap (dummy)) 51.8 5 pvc fittings (end cap (dummy)) 51.9 6 pvc fittings (end cap (dummy)) 51.10 8 pvc fittings (end cap (dummy)) 51.11 9 pvc fittings (end cap (dummy)) 51.12 10 pvc fittings (end cap (dummy)) 51.13 12 pvc fittings (end cap (dummy)) 52.1 1/2 pvc fittings (broos) 52.2 3/4 pvc fittings (broos) 52.3 1 pvc fittings (broos) 52.4 1.5 pvc fittings (broos) 52.5 2 pvc fittings (broos) 52.6 3 pvc fittings (broos) 52.7 4 pvc fittings (broos) 52.8 5 pvc fittings (broos) 52.9 6 pvc fittings (broos) 52.10 8 pvc fittings (broos) 52.11 9 pvc fittings (broos) 52.12 10 pvc fittings (broos) 52.13 12 pvc fittings (broos) 53.1 2 pvc fittings (dee-corlar) 53.2 3 pvc fittings (dee-corlar) 53.3 4 pvc fittings (dee-corlar) 53.4 5 pvc fittings (dee-corlar) 53.5 6 pvc fittings (dee-corlar) 53.6 7 pvc fittings (dee-corlar) 53.7 8 pvc fittings (dee-corlar) 53.8 9 pvc fittings (dee-corlar) 53.9 10 pvc fittings (dee-corlar) 53.10 11 pvc fittings (dee-corlar) 53.11 12 pvc fittings (dee-corlar) 53.12 13 pvc fittings (dee-corlar) 53.13 14 pvc fittings (dee-corlar) 53.14 15 pvc fittings (dee-corlar) 53.15 16 pvc fittings (dee-corlar) 53.16 17 pvc fittings (dee-corlar) 53.17 18 pvc fittings (dee-corlar) 53.18 19 pvc fittings (dee-corlar) 53.19 20 pvc fittings (dee-corlar) 53.20 21 pvc fittings (dee-corlar) 53.21 22 pvc fittings (dee-corlar) 53.22 23 pvc fittings (dee-corlar) 53.23 24 pvc fittings (dee-corlar) 54.1 2 pvc fittings (long band) 54.2 3 pvc fittings (long band) 54.3 4 pvc fittings (long band) 54.4 5 pvc fittings (long band) 54.5 6 pvc fittings (long band) 54.6 7 pvc fittings (long band) 54.7 8 pvc fittings (long band) 54.8 9 pvc fittings (long band) 54.9 10 pvc fittings (long band) 54.10 11 pvc fittings (long band) 54.11 12 pvc fittings (long band) 54.12 13 pvc fittings (long band) 54.13 14 pvc fittings (long band) 54.14 15 pvc fittings (long band) 54.15 16 pvc fittings (long band) 54.16 17 pvc fittings (long band) 54.17 18 pvc fittings (long band) 54.18 19 pvc fittings (long band) 54.19 20 pvc fittings (long band) 54.20 21 pvc fittings (long band) 54.21 22 pvc fittings (long band) 54.22 23 pvc fittings (long band) 54.23 24 pvc fittings (long band) 55.1 2 pvc fittings (pvc clamp) 55.2 3 pvc fittings (pvc clamp) 55.3 4 pvc fittings (pvc clamp) 55.4 5 pvc fittings (pvc clamp) 55.5 6 pvc fittings (pvc clamp) 55.6 7 pvc fittings (pvc clamp) 55.7 8 pvc fittings (pvc clamp) 55.8 9 pvc fittings (pvc clamp) 55.9 10 pvc fittings (pvc clamp) 55.10 11 pvc fittings (pvc clamp) 55.11 12 pvc fittings (pvc clamp) 55.12 13 pvc fittings (pvc clamp) 55.13 14 pvc fittings (pvc clamp) 55.14 15 pvc fittings (pvc clamp) 55.15 16 pvc fittings (pvc clamp) 55.16 17 pvc fittings (pvc clamp) 55.17 18 pvc fittings (pvc clamp) 55.18 19 pvc fittings (pvc clamp) 55.19 20 pvc fittings (pvc clamp) 55.20 21 pvc fittings (pvc clamp) 55.21 22 pvc fittings (pvc clamp) 55.22 23 pvc fittings (pvc clamp) 55.23 24 pvc fittings (pvc clamp) 56.1 1/2 gi fittings (socket) 56.2 3/4 gi fittings (socket) 56.3 1 gi fittings (socket) 56.4 1.5 gi fittings (socket) 56.5 2 gi fittings (socket) 56.6 3 gi fittings (socket) 56.7 4 gi fittings (socket) 56.8 5 gi fittings (socket) 56.9 6 gi fittings (socket) 56.10 8 gi fittings (socket) 57.1 1/2 gi fittings (tee) 57.2 3/4 gi fittings (tee) 57.3 1 gi fittings (tee) 57.4 1.5 gi fittings (tee) 57.5 2 gi fittings (tee) 57.6 3 gi fittings (tee) 57.7 4 gi fittings (tee) 57.8 5 gi fittings (tee) 57.9 6 gi fittings (tee) 57.10 8 gi fittings (tee) 58.1 1/2 gi fittings (elbow) 58.2 3/4 gi fittings (elbow) 58.3 1 gi fittings (elbow) 58.4 1.5 gi fittings (elbow) 58.5 2 gi fittings (elbow) 58.6 3 gi fittings (elbow) 58.7 4 gi fittings (elbow) 58.8 5 gi fittings (elbow) 58.9 6 gi fittings (elbow) 58.10 8 gi fittings (elbow) 59.1 1/2 gi fittings (outer) 59.2 3/4 gi fittings (outer) 59.3 1 gi fittings (outer) 59.4 1.5 gi fittings (outer) 59.5 2 gi fittings (outer) 59.6 3 gi fittings (outer) 59.7 4 gi fittings (outer) 59.8 5 gi fittings (outer) 59.9 6 gi fittings (outer) 59.10 8 gi fittings (outer) 60.1 1/2 gi fittings (inner) 60.2 3/4 gi fittings (inner) 60.3 1 gi fittings (inner) 60.4 1.5 gi fittings (inner) 60.5 2 gi fittings (inner) 60.6 3 gi fittings (inner) 60.7 4 gi fittings (inner) 60.8 5 gi fittings (inner) 60.9 6 gi fittings (inner) 60.10 8 gi fittings (inner) 61.1 1/2 gi fittings (reducer) 61.2 3/4 gi fittings (reducer) 61.3 1 gi fittings (reducer) 61.4 1.5 gi fittings (reducer) 61.5 2 gi fittings (reducer) 61.6 3 gi fittings (reducer) 61.7 4 gi fittings (reducer) 61.8 5 gi fittings (reducer) 61.9 6 gi fittings (reducer) 61.10 8 gi fittings (reducer) 62.1 1/2 gi fittings (nipple) 62.2 3/4 gi fittings (nipple) 62.3 1 gi fittings (nipple) 62.4 1.5 gi fittings (nipple) 62.5 2 gi fittings (nipple) 62.6 3 gi fittings (nipple) 62.7 4 gi fittings (nipple) 62.8 5 gi fittings (nipple) 62.9 6 gi fittings (nipple) 62.10 8 gi fittings (nipple) 63.1 1/2 gi fittings (end cap (dummy)) 63.2 3/4 gi fittings (end cap (dummy)) 63.3 1 gi fittings (end cap (dummy)) 63.4 1.5 gi fittings (end cap (dummy)) 63.5 2 gi fittings (end cap (dummy)) 63.6 3 gi fittings (end cap (dummy)) 63.7 4 gi fittings (end cap (dummy)) 63.8 5 gi fittings (end cap (dummy)) 63.9 6 gi fittings (end cap (dummy)) 63.10 8 gi fittings (end cap (dummy)) 64.1 1/2 apvc fittings (socket) 64.2 3/4 apvc fittings (socket) 64.3 1 apvc fittings (socket) 64.4 1.5 apvc fittings (socket) 64.5 2 apvc fittings (socket) 64.6 3 apvc fittings (socket) 64.7 4 apvc fittings (socket) 64.8 5 apvc fittings (socket) 64.9 6 apvc fittings (socket) 65.1 1/2 apvc fittings (tee) 65.2 3/4 apvc fittings (tee) 65.3 1 apvc fittings (tee) 65.4 1.5 apvc fittings (tee) 65.5 2 apvc fittings (tee) 65.6 3 apvc fittings (tee) 65.7 4 apvc fittings (tee) 65.8 5 apvc fittings (tee) 65.9 6 apvc fittings (tee) 66.1 1/2 apvc fittings (elbow) 66.2 3/4 apvc fittings (elbow) 66.3 1 apvc fittings (elbow) 66.4 1.5 apvc fittings (elbow) 66.5 2 apvc fittings (elbow) 66.6 3 apvc fittings (elbow) 66.7 4 apvc fittings (elbow) 66.8 5 apvc fittings (elbow) 66.9 6 apvc fittings (elbow) 67.1 1/2 apvc fittings (outer) 67.2 3/4 apvc fittings (outer) 67.3 1 apvc fittings (outer) 67.4 1.5 apvc fittings (outer) 67.5 2 apvc fittings (outer) 67.6 3 apvc fittings (outer) 67.7 4 apvc fittings (outer) 67.8 5 apvc fittings (outer) 67.9 6 apvc fittings (outer) 68.1 1/2 apvc fittings (inner) 68.2 3/4 apvc fittings (inner) 68.3 1 apvc fittings (inner) 68.4 1.5 apvc fittings (inner) 68.5 2 apvc fittings (inner) 68.6 3 apvc fittings (inner) 68.7 4 apvc fittings (inner) 68.8 5 apvc fittings (inner) 68.9 6 apvc fittings (inner) 69.1 1/2 apvc fittings (reducer) 69.2 3/4 apvc fittings (reducer) 69.3 1 apvc fittings (reducer) 69.4 1.5 apvc fittings (reducer) 69.5 2 apvc fittings (reducer) 69.6 3 apvc fittings (reducer) 69.7 4 apvc fittings (reducer) 69.8 5 apvc fittings (reducer) 69.9 6 apvc fittings (reducer) 70.1 1/2 apvc fittings (end cap(dummy)) 70.2 3/4 apvc fittings (end cap(dummy)) 70.3 1 apvc fittings (end cap(dummy)) 70.4 1.5 apvc fittings (end cap(dummy)) 70.5 2 apvc fittings (end cap(dummy)) 70.6 3 apvc fittings (end cap(dummy)) 70.7 4 apvc fittings (end cap(dummy)) 70.8 5 apvc fittings (end cap(dummy)) 70.9 6 apvc fittings (end cap(dummy))

State Government

TRN :49005623 | 26 May, 2025

Tender Value : 18.56 Crore

Jayal - Rajasthan

Tender for tender for widening and strengthening on kasnau (sh-92a) to dehri - tarnau - merwas - upto mataji road - 1 part a road work 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 earlierand 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 morth specification clause 201. by mechanical means in area of non-thorny jungle 2 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 3 construction of embankment with material obtained from roadway cuttingconstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3 4 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 50 m as per morth specification clause 305.3 5 granular sub-base with well graded material (table 400-1)by mix in place methodconstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401. for grading iiimaterial 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base by mixing plant method with 53 mm maximum size of aggregates 7 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 8 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 9 tack coatproviding 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 morth specification clause 503. 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30)grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respectsfor grading-ii(13 mm nominal size) bitumen (vg-30) 13 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 viscosity 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 morth specification clause 510.by mechanical means bitumen (vg-30) 14 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 morth specification clause 511type b bitumen (vg-30) 15 part b c.c. pavement work dry lean cement concreteconstruction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 16 construction ofun-reinforced , plain cement concrete pavement m-40 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per clause 602.2.2 , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic batching plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge 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 fixed form paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). 17 providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. 18 part c protection wallearthwork in excavation for structures as per drawing and morth specifications clause 304.1 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 suitablematerial. ordinary soil upto 3 m depth 19 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 20 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 21 plastering with cement mortar (1:4), 20 mm thick on stone work. 22 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 23 part d c.d.workearthwork in excavation for structures as per drawing and morth specifications clause 304.1 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 suitablematerial. ordinary soil upto 3 m depth 24 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 25 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c. grade m 20nominal mix (1:2:4) 26 providing and fixing stone slab covering over drains (kota/bijoliya quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications.for drain opeining size 300 to 450 mm stone patty drain cover size 800mm x 600mm x 75mm 27 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 28 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 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 2905. 29 600 mmdia 30 300 mm dia 31 part f road saftykilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 32 5th kilometre stone (precast) 33 ordinary kilometer stone (precast) 34 200 m stone (precast) 35 traffic signsretro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on gi pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 36 600 mm equilateral triangle 37 600 mm circular 38 600 mm x 450 mm rectangular 39 900 mm side octagon 40 direction and place identification signs upto 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801. direction and place identification signs upto 0.9 sqm size board 41 direction and place identification signs with size more than 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on dia gi pipe firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801 42 marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 43 supplying and fixing of cat’s eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of abs plastic on each side. 44 providing and fixing mukhya mantri sadak yojana/ mahatma gandhi rajya sadak yojana informatory sign board with logo for roads funded by state road fund having m.s. definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. the logo shall be made out of 1.6mm thick circular plate duly framed with ms angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. the size of definition plate shall be 1500x600mm and embedding the posts by m-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per morth specification clause 801. 45 supply of swiss type of hazard marker, made out of 2 mm thick m.s. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side.

State Government

TRN :34434597 | 12 May, 2025

Tender Value : 53.99 Crore

Gurgaon - Haryana

Tender for designing, constructing, testing, commissioning, operation and maintenance for 5 years after 12 months defect liability period for construction of unit-vi at existing water works comprising 100 mld automated water treatment plant, clear water reservoir for 100 mld, raw water and clear water pumping machinery, mechanical dewatering of sludge, pre and post chlorination, lowering of sub soil water table, scada and all other works contingent there to complete in all respects on turn key basis for gmda at village chandu budhera, district gurgaon, haryana

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