Tender For Strengthening Of Storm Water Drainage System By Providing And Laying Of Swd Pipeline For Smooth Disposal Of Rain Water At Saini Mohalla, Village Burail, Chandigarh Amount: Rs. 78,91,813/- ; Earnest Money: Rs. 1,57,836/- ; Time Limit: 06 Mo
Tender Value
78.91 Lakhs
Estimated cost
Bid Submission
17 Jul 2026
7 days left
EMD
1.57 Lakhs
Bank guarantee accepted
Document Fee
3000
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 Strengthening Of Storm Water Drainage System By Providing And Laying Of Swd Pipeline For Smooth Disposal Of Rain Water At Saini Mohalla, Village Burail, Chandigarh Amount: Rs. 78,91,813/- ; Earnest Money: Rs. 1,57,836/- ; Time Limit: 06 Months;
BOQ
| Sl. No. | Item Description |
| 1 | Extra cutting through metalled road and their foundation including sorting screening ans stacking at the site complete in all respects. (NSI) |
| 2 | 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 or plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soils. (DSR 2.8.1) |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials : All kinds of soil (DSR 2.8.1+2.26.1) |
| 4 | Carriage of Material by Mechanical Transport including loading, unloading and stacking Earth up to 3 km (DSR 1.1.2) |
| 5 | 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 manufactured sand derived from recycled concrete Aggregate (RCA): 10 graded stone aggregate 40 mm nominal size (DSR 4.1.10) |
| 6 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (DSR 19.6) |
| 7 | (12\\") 300 mm dia. R.C.C. pipe (DSR 19.6.4) |
| 8 | (18\\") 450 mm dia. R.C.C. pipe (DSR 19.6.5) |
| 9 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 600 mm dia RCC pipes. (DSR 19.35.2 |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand i/c manufactured sand derived from Recycled concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 40 mm nominal size Recycled concrete Aggregate (RCA) upto 25%). (DSR 4.1.4) |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1) |
| 12 | 12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1cement: 4 fine sand) (DSR 13.7.2) |
| 13 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after ixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design (DSR 19.16) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. (DSR 5.9.3) |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placingin position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more (DSR 5.22.6) |
| 16 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering , finishing and reinforcement with 1:1.5:3 (1 cement: 2 coarse sand : 3 graded stone aggregate 20 mm nominal size) (DSR 5.3) |
| 17 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality HD - 20 Circular shape 560 mm internal diameter (DSR 19.19.3.1) |
| 18 | Providing and Fixing of precast RCC M-20 HD Road Gully cover and frames in 1:2 Cement Sand Mortar on the top of brick masonary chamber complete in all respects to the entire satisfaction of EIC.(Size : cover 690 x 537 x 80mm ; frame : 810 x 657 x 130mm) (NSI) |
| 19 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : (DSR 19.21) |
| 20 | For pipes 250 to 300 mm diameter (DSR 19.21.2) |
| 21 | For pipes 350 to 450 mm diameter (DSR 19.21.3) |
| 22 | For pipes above 450 to 600 mm diameter (NSI) |
| 23 | Plugging and diversion if sewer/SWD line to carry out the repair in safe manor including the cost of sand back, wooden plank, ballies etc complete in all respects. For Pipes 200mm to 250mm Diameter (NSI) |
| 24 | Supplying and filling sand (recycled sand) under road crossing including carriage etc., complete in all respects to the entire satisfaction of the EIC. (DSR 2.25.1) |
| 25 | 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 (NSI) |
| 26 | Manual carriage of material from outside to site of work and back lifting of dismantled material/earth from site to outside/ at open space with the help of Rehri and labour due to very narrow street and non workability of carriage with mechanized system to the entire satisfaction of EIC. (NSI) |
| 27 | Manual carriage of SW pipes from outside to the site of work with the help of Rehri and labour due to very narrow street and non workability of carriage with mechanized system to the entire satisfaction of EIC. (NSI) |
| 28 | Manual carriage of Machine hole covers and frames from outside to the site of work with the help of Rehri and labour due to very narrow street and non workability of carriage with mechanized system to the entire satisfaction of EIC. (NSI) |
| 29 | Manual carriage of Steel from outside to the site of work with the help of Rehri and labour due to very narrow street and non workability of carriage with mechanized system to the entire satisfaction of EIC. (NSI) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysJul 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender