Road & Highway Construction Tenders

Providing laying, spreading and compacting graded stone aggregate to "WET MIX MACADAM" specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achive the desired density as per Clause 406 of MoSRT&H specification for road and bridge works (4th Revision).

Unit - Cum Earth work in excavation in all kinds of soil for road works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & camber for road work or dressing of sides and bottom for foundation of structures and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr. and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required etc complete in all respect as per clause 301 & 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge.

Preparation of Details Project Report (DPR) for Purbabishnupur-Lakshmikantapur-Kulpi Road - from 8.00 kmp to 16.60 kmp Strengthening Work (Excluding Paver Block portion from Ch. 8.00 km. to 8.31505 km. and 16.4841 km. to 16.60 km.) under Diamond Harbour Division P.W.D., in the Dist. of South 24 Parganas, during the year 2026-27.

6/12 Govindapura Road-veerannapalya service road junction to HBR Ist main service road(ORR) (AEE E21 sub dvn) 450mm dia DI-2009 400 mm dia DI-2009 300mm dia DI-2009 250mm dia DI-2009 150 mm dia DI-2009 100 mm dia DI-2009 225/200 mm dia SW PL 1.70 Km 4.46 450mm dia DI 400 mm dia DI 300mm dia DI 250mm dia DI 150 mm dia DI 100 mm dia DI 0.50 Km 1.20 Km 1.00 Km 2.00 Km 2.00 Km 2.00 Km 450mm dia MS 400 mm dia MS 300mm dia MS 250mm dia DI 150 mm dia DI 100 mm dia DI 0.50 Km 1.20 Km 1.00 Km 2.00 Km 2.00 Km 2.00 Km 2010 8.61 300mm dia RCC Np3 3.0 Km (Both Side) VSR to ORR = 2.20 Km GS to ORR = 400 Rmt VSR to GS = 1.80 Km.

Earthwork in excavation of over burden soil for bridge works in all kinds of soil by mechanical means and utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications Section 900 and Clause 301 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of the EngineerinCharge.

Earthwork in excavation of over burden soil for bridge works in all kinds of soil by mechanical means and utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications Section 900 and Clause 301 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of the EngineerinCharge.