Tender For Tarring Mettalic Of Sewer Line In Ndmc Area During 2026-27 Sh:-Diversion Of Existing Running Sewer Line 300Mm Dia At Block C Sindhu Gomti Towards B.D. Marg, New Delhi, New Delhi-Delhi
TDR : 55880357
Tender Notice
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New Delhi
Delhi
Tender For Tarring Mettalic Of Sewer Line In Ndmc Area During 2026-27 Sh:-Diversion Of Existing Running Sewer Line 300Mm Dia At Block C Sindhu Gomti Towards B.D. Marg, New Delhi
Name of Work:- T/M of sewer line in NDMC area during 2026-27 SH:-Diversion of existing running sewer line 300mm dia at Block C Sindhu Gomti towards B.D. Marg, New Delhi
Sl. No.
Item Description
1
Conducting Subsurface Utility Engineering (SUE) Survey in a corridor of 4–6 metre width for detection and mapping of buried underground utilities such as water supply pipes, sewer lines, storm water drains, electrical cables, telecom cables, gas pipelines, etc
2
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead For thickness of tiles above 25 mm and up to 40 mm
3
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
4
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (i/c equivalentdesign mix)
5
providing and laying 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
6
Providing and laying in footpath and pavement etc. factory made precast cement concrete slabs of size 400 x 400 x 50mm of mix M-30 Grade manufactured at an appropriate plant by compacting concrete in joint less moulds in two stages vibration & compression and finished smooth as per shapes size and pattern over a base of 12mm thick (average) cement mortar 1:5 (1cement: 5coase sand) and having joints not exceeding 10mm thick (average ) cement mortar 1:5 (1cement: 5coarse sand) neatly finishing etc. plete as per directions and instruction of Engineer-in-Charge (Nothing extra shall be paid to the contractor by laying slabs in approved pattern and using precast slabs of required shapes at end of footpath.)
7
Horizontal Directional Drilling for Steel Ducts/Pipes Installation of Steel product pipe by HDD method including preparing and setting up the plant and equipment, preparing new pipe-work material, installing new pipe-work and commissioning system or making the system ready for commissioning by HDD operation including, all related civil and mechanical works like excavation, shoring/strutting, etc. drilling. stringing, reaming, and pulling back the new pipe-work on the designed bore path alignment, proper disposal of drilling fluid and back fill of site after completion all inclusive as per IndSTT:101-2018: Code of Practice for Horizontal Directional Drilling Technique Suiting Indian Conditions. Steel pipes above 200mm and upto 300mm dia. In mixed soil
8
Providng and laying 300 mm internal dia HDPE/DWC of SN-8 classification as per entire satisfaction of Engineer-in-Charge
9
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All Kinds of soil.
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