Tender For Providing And Laying Of 36 I/D Reinforced Cement Concrete Np-3 Pipe To Replace The Sagged Portion Of Existing 24X36 Egg Shaped Cbd Sewer Line At Ctu Workshop, I/A Phase-1 Chandigarh (Ch. To: Revenue Head)Approx. Amount: Rs. 31,70,220/- ; E
Tender Value
31.70 Lakhs
Estimated cost
Bid Submission
10 Jul 2026
4 days left
EMD
63404
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 Providing And Laying Of 36 I/D Reinforced Cement Concrete Np-3 Pipe To Replace The Sagged Portion Of Existing 24X36 Egg Shaped Cbd Sewer Line At Ctu Workshop, I/A Phase-1 Chandigarh (Ch. To: Revenue Head)Approx. Amount: Rs. 31,70,220/- ; Earnest Money: Rs. 63,404/- ; Time Limit: 02 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 on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (DSR No. 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 (Depth 1.50 m to 3.0 mtr. Depth) (DSR No. 2.26.1) |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.All kinds of soil (Depth 3.0 m to 4.5 mtr. Depth) (DSR No. 2.26.1 + 2.26.1) |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.All kinds of soil (Depth 4.5 m to 6.0 mtr. Depth) (DSR No. 2.26.1 + 2.26.1+ 2.26.1) |
| 6 | Carriage of Material by Mechanical Transport including loading, unloading and stacking Earth up to 5 km (DSR No. 1.1.2) |
| 7 | 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 No. 4.1.10 A) |
| 8 | 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) includingtesting of joints etc. complete 900 mm dia RCC pipes. (DSR No. 19.35.3) |
| 9 | 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) (DSR No. 6.1.1) |
| 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%) (NSI based on DSR No. 4.1.4) |
| 11 | 12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1cement: 4 fine sand) (DSR No. 13.7.2) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. (DSR No. 5.9.3) |
| 13 | 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 No. 5.22.6) |
| 14 | 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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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 No. 5.3) |
| 15 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 Circular shape 560 mm internal dia. (DSR No. 19.19.4.1) |
| 16 | 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 No. 19.16) |
| 17 | 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 : For pipes 350 to 450 mm diameter (DSR No. 19.21.3) |
| 18 | Diversion of sewer 24\\" into 52\\" HDPE line SWD by providing and laying of CI/DWC pipe 20\\" including the cost of sand bags, plugging of existing system and taking out and repairing the same after completeing the job complete in all respects to the entire satisfaction of the EIC. (NSI) |
| 19 | Diversion of sewer 16\\" into 52\\" HDPE line SWD by providing and laying of CI/DWC pipe 20\\" including the cost of sand bags, plugging of existing system and taking out and repairing the same after completeing the job. complete in all respects to the entire satisfaction of the EIC. (NSI) |
| 20 | Diversion of sewer 48\\" into 56\\" HDPE line SWD by providing and laying of CI/DWC pipe 20\\" including the cost of sand bags, plugging of existing system and taking out and repairing the same after completeing the job. complete in all respects to the entire satisfaction of the EIC. (NSI) |
| 21 | Supplying and filling sand (recycled sand) under road crossing including carriage etc., complete in all respects to the entire satisfaction of the EIC. (NSI based on DSR No. 2.27) |
| 22 | 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 No. 2.25) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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