Tender For Construction Of Toe Walls, Cement Concrete Through Walking Tracks In Various Parks In Sector 40, Chandigarh Under Wdf
Tender Value
18.81 Lakhs
Estimated cost
Bid Submission
08 Jul 2026
2 days left
EMD
37620
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chandigarh → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Toe Walls, Cement Concrete Through Walking Tracks In Various Parks In Sector 40, Chandigarh Under Wdf
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by Mechanical means (Hydraulic excavator) manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and remming of bottoms,lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within lead of 50m. All kinds of soil (DSR 2.8.1-2.36) |
| 2 | Earth work in excavation by Mechanical means ( Hydraulic excavator) manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, and excluding of disposed earth to be leveled and neatly dresses (DSR 2.6.1-2.36) |
| 3 | Carriage of earth by mechanical transport including loading, unloading Lead of 2 km complete in all respect to the entire satisfaction of the Engineer-In-Charge. |
| 4 | 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 m and lift upto 1.5 m. (DSR 2.25) |
| 5 | Preparation of sub grade including trenching rough dressing of soil, final dressing of earth to give level and camber, watering, rolling with a road roller and compaction of bed complete in all respect. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) DSR 4.1.10 |
| 7 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1) |
| 8 | Providing and laying position cement concrete of specified grade excluding the cost of centring and shuttering , All work plinth level: - 1:2:4 (:1 cement : 2 coarse sand : 4 graded stone agg 12.5mm nominal size Complete in all respect to the entire satisfaction of the Engineer-In-Charge.(DSR 4.1.3) |
| 9 | Providing and fixing M.S flat gate having flat size 50 x12 mm having 6'-0\\" long of each openable shutter and 3'-3\\" high above ground level and ,1'-0\\" below ground level welded with 2 no's M.S flat 40 x10mm including horizontally at 6' upper and 6' from bottom and 10 no's M.S square bars of 45 degree angle at 6'' center to center between the 2 no's horizontally M.S flat 40 x 10mm including the 2 no's M.S. Channel 75x40mm in posts having 2no's channel welded to form post of size 75x80mm & 6'-0\\" long with lugs 1'-3\\" long 2no's M.S. Flat 40x10mm at bottom under each post to be provided on both sides of shutter with 2 no's hinges for openable arrangements with sliding bolt for locking arrangements and gate shall be properly embedded in cement concrete 1:2:4 be painted with two coats of approved quality paint over one coat of primer complete in all respect to the entire satisfication of Engineer- in-Charge. |
| 10 | Providing and fixing M.S. flat railing having flat size 50x12mm having 6'-0\\" long and 2'-3\\" high above ground level and 1'-0\\" below ground level welded with 2no's M.S. flat 40x10mm horizontally at 6” upper and 6” from bottom and 10no's M.S. square bars of 45 degree angle at 6\\" center to center between the 2no's horizontally M.S. flat 40x10mm including the cost of 2no's 12mm dia nut and bolts with 2no's M.S. pipe of 19mm dia and 3\\" long sleeve piece. The bottom of vertical ounter M.S. flat 50x12mm shall be provided with 9\\" long anchorage piece of MS flat 50x12mm welded at bottom and railing shall be properly embedded in cement concrete 1:2:4 block of size 1'-0\\"x0'-9\\"x1'-0\\". The complete railing shall be painted with two coats of approved quality paint over one coat of primer complete in all respect to the entire satisfaction of Engineer-in-Charge. |
| 11 | 15mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand) to the entire satisfaction of Engineer-in-Charge. (DSR 13.5.1) |
| 12 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) Flush/ Ruled/ Struck or weathered pointing to the entire satisfaction of Engineer-in-Charge. (DSR 13.31.1) |
| 13 | Finishing walls with acrylic Smooth exterior paint of required shade:- New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 Kg/ 10 sqm. (DSR 13.46.1) |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 15 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 16 | Providing and fixing Turn style revolving gate made of 3 pieces 1'-6\\" wide, 2'-9\\" high consisting of opening to be paneled with 16 gauge M.S perforated sheet with the help of back to back MS flat of 25x10mm to fixed sheet in between with welding, jointing complete. The turn style will revolve around 2\\" (50mm) & 2 ½\\" (65mm) nominal bore (heavy quality) MS pipe 2'-9\\" high above ground level and 2'-0\\" below ground level embedded with cement concrete 1:2:4 blocks of size 1'-0' x 1'-0\\" x 1'-6\\". It further include two coat of paint over one coat of primer complete in all respect to the entire satisfaction of the Engineer In Charge. |
| 17 | Providing and fixing PCC kerbs of size 2’-0”/1'-0'' x 9”/1'-0'' having 4” thickness at bottom and 3” thickness at top and made of plain cement concrete 1:2:4 duly vibrated and compacted. The rates also includes the cost of filling and pointing of joints between kerbs with cement mortar 1:4 (1 cement 4 course sand) Complete in all respect to the entire satisfaction of Engineer In Charge. |
| 18 | Centring and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls: Under 20 cm wide (DSR 5.9.16.1) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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