Providing and laying 150mm diameter PVC pipe to mitigate waterlogging at New Girls Hostel near Dubey Canteen at IIT Ropar

Indian Institute of Technology Ropar · Rupnagar, Punjab · Civil Works & Infrastructure · open

Key facts

Tender value: ₹6.4L
EMD: ₹13K
Published: 09 Oct 2026
Closing date: 30 Oct 2026
Status: open
Status as of: 20 Oct 2026 23:16 UTC
Office: Construction and Planning Section

Description

Open works tender for providing and laying 150mm diameter PVC pipe and associated drainage, excavation, concrete, masonry, chamber and reinstatement works to mitigate waterlogging at the New Girls Hostel near Dubey Canteen at IIT Ropar. Estimated cost is Rs. 6,41,434. Completion period is 30 days. EMD is Rs. 12,830.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (14)

For thickness of tiles above 25mm and upto 40mm — Qty: 145 sqm
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) — Qty: 5 cum
All kind of soil — Qty: 105 cum
1:1½:3 (1 cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal derived from natural sources) — Qty: 15 cum
1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40mm nominal size derived from natural sources) — Qty: 16.2 cum
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m — Qty: 52.5 cum
Inside size 90x80cm and upto 80cm deep including CI cover with frame (light duty) 455x610mm internal dimensions, total weight of cover and frame to be not less than 38kg (weight of cover 23 kg and weight of frame 15 kg) with common brunt clay F.P.S. (non modular) bricks of class designation 7.5 — Qty: 1 nos
180 x 150mm size P type — Qty: 3 each
With common brunt clay F.P.S. (non modular) bricks of class designation 7.5 — Qty: 1 each
Providing and fixing 600mm x 600mm/450mm rectangular Medium Duty Composite FRP Manhole cover with frame suitable for inspection chamber / manhole / gully trap / storm water drain and other required locations, manufactured from high strength fibre reinforced polymer (FRP) composite having minimum load bearing capacity of 125kN (Class B125) or as approved by the Engineer-in-charge weather resistant, corrosion resistant, UV stabilized, anti-skid surface finish, non-conductive, theft resistant, provided with heavy duty FRP frame locking arrangement lifting keys, all necessary fittings fixing in position with cement mortar / epoxy grout as required complete in all respect, manufactured by M/s KK Sintex, Everest Composites, Fibrol M/s KK or equivalent approved make as directed by the Engineer-in-charge — Qty: 5 each
Construction water entrant chambers for road side of internal clear dimensions 600mm x 600mm with 230mm thick brick masonry in cement mortar 1:6 over a bed of 100mm thick cement concrete M-20 (1:1½:3 ) foundation with 75mm minimum offset beyond masnory wall plastering with cement mortar 1:4, 20mm thick on internal, external and all exposed faces, finished with floating coat of neat cement including 100mm thick cement concrete coping M-20 (1:1½:3) and plastering etc. complete for chamber of depth upto 600mm — Qty: 5 each
Providing and laying PVC pipes (SN-8 class) of 150mm diameter conforming to IS:15328 for sewerage/drainage lines, including jointing with existing rainwater drain, rubber ring joints, lowering, laying in properline and level testing of joints and all complete as per direction of Engineer-in-charge — Qty: 120 metre
Providing and laying red/white sand stone work of size 300mm x 300mm/450mm and 40mm thick in footpath, laid on 20mm thick cement mortar bed of mix 1:6 (1 cement : 6 course sand) including dressing of stone, cutting, jointing with cement mortar 1:4 curing and finishing complete as per direction of Engineer-in-charge — Qty: 45 sqm
Providing, laying, jointing and connnecting 150mm dia uPVC/SWR PVC pipe to the existing main manhole / inspection chamber / RCC drain / sewer line, including cutting and chiselling the existing brick masonry / RCC wall or drain at required location, making opening of suitable size, fixing the pipe to correct line and level with proper slope, providing watertight and leak-proof connection using approved PVC fitting, rubber ring / solvent cement, non shrink grout or rich cement mortar (1:2) as required, benching and channel restoration, sealing all gaps, making good the damaged portion of manhole / drain with M-20 concrete / brick masnory and plaster to match the existing finish, testing the joint for water tightness, checking alignment and invert level, removing debris and disposing of surplus material within the Institute campus, complete in all respect as directed by Engineer-in-charge — Qty: 1 each

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