Tender For Providing And Laying 150Mm Diameter Pvc Pipe To Mitigate Waterlogging At New Girls Hostel Near Dubey Canteen At Iit Ropar
Tender Value
6.41 Lakhs
Estimated cost
Bid Submission
30 Oct 2026
20 days left
EMD
12830
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rupnagar → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing And Laying 150Mm Diameter Pvc Pipe To Mitigate Waterlogging At New Girls Hostel Near Dubey Canteen At Iit Ropar
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 2 | For thickness of tiles above 25mm and upto 40mm |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead including desposal of malwa as per direction of Engineer - in - charge. |
| 4 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 5 | Earthwork in excavation by mechnical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. |
| 6 | All kind of soil |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level |
| 8 | 1:1½:3 (1 cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal derived from natural sources) |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level |
| 10 | 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) |
| 11 | 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 |
| 12 | Construciton brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand) with RCC top slab with 1:1.5:3 mix ( 1 cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 course sand (zone-III) : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick will cement mortar 1:3 (1 cement : 3 course sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. |
| 13 | 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 |
| 14 | Providing and fixing square mouth S.W. gully trap class SP-1 complete with C.I. grating brick masnory chamber with water tight CI cover with frame of 300x300mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70kg as per standard design |
| 15 | 180 x 150mm size P type |
| 16 | Construciton masnory chamber 120x120x100cm inside, in brick work in cement mortar 1:4 (1 cement : 4 course sand) for sluice valve, with CI surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size), i/c necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 course sand) 12mm thick finished with a floating coat of neat cement complete as per standard design and with aluminium tray and open top cover for grease trap. |
| 17 | With common brunt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 18 | 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 |
| 19 | 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 |
| 20 | 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 |
| 21 | 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 |
| 22 | 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 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysNov 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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