Tender For Construction Of Under-Ground Tanks For Storage Of Water During Treatment For 20Kld Etp At Ctu Bus Depot, Raipur Kalan, Chandigarh.(C.H. To: 5055 construction of (P) Transport )
Tender Overview
Project Description
Tender for Construction Of Under-Ground Tanks For Storage Of Water During Treatment For 20Kld Etp At Ctu Bus Depot, Raipur Kalan, Chandigarh.(C.H. To: 5055 construction of (P) Transport )
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Sep-2026 | Tender postponement | Date | 08-Oct-2026 |
| 2 | 08-Oct-2026 | tender postponement | Date | 14-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. DSR 2.6 |
| 2 | All kinds of soil. DSR 2.6.1 |
| 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m. DSR 2.10 |
| 4 | All kinds of soil . DSR 2.10.1 |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. DSR 2.10.1.2 |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. DSR 2.25 |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. DSR 2.26 |
| 8 | All kinds of soil DSR 2.26.1 |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : DSR 4.1 |
| 10 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 4.1.3 |
| 11 | 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) DSR 4.1.10 |
| 12 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : DSR 5.1 |
| 13 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.1.2 |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for DSR 5.9 |
| 15 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 5.9.2 |
| 16 | Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3 |
| 17 | Edges of slabs and breaks in floors and walls DSR 5.9.16 |
| 18 | Above 20 cm wide DSR 5.9.16.2 |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR 5.22 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6 |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : DSR 6.4 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.4.1 |
| 23 | 12 mm cement plaster finished with a floating coat of neat cement of mix : DSR 13.7 |
| 24 | 1:4 (1 cement: 4 fine sand) DSR 13.7.2 |
| 25 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. DSR 15.2 |
| 26 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) DSR 15.2.2 |
| 27 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality DSR 19.19 |
| 28 | EHD-35 DSR 19.19.4 |
| 29 | Circular shape 560 mm internal dia DSR 19.19.4.1 |
| 30 | P/F of PVC pipe 4\\" dia of 6 kg pressure complete in all respect of approved make |
| 31 | 4' i/d (110mm) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysBid Opening Date
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Upcoming · 4 daysTender Documents
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