Tender For Construction Of The Missing Slip Road At South End Chowk (From The Road Dividing Sector 34/44 Towards Sector 43/44 Road), Chandigarh.
Tender Value
28.73 Lakhs
Estimated cost
Bid Submission
25 Aug 2026
0 days left
EMD
57473
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
Chandigarh → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of The Missing Slip Road At South End Chowk (From The Road Dividing Sector 34/44 Towards Sector 43/44 Road), Chandigarh.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m complete in all respects and to the entire satisfaction of Engineer in charge. (NS) |
| 2 | Preparation and consolidation of sub grade after loosening of the ground upto a level of 300 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction complete in all respect in all respects and to the entire satisfaction of the Engineer in charge. (NS) |
| 3 | 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-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). (NS) |
| 4 | Providing, laying, spreading and compacting granular sub base material compacted of natural sand, morrum, gravel crushed stone or combination thereof as per MORT&H specification confirming to clause 401 coarse graded grading – III as per table 400.1 of MORT&H specification, including spreading on the prepared sub grade with the help of tractor with planner of adequate capacity maintaining the requited slope and grade during operation, rolling with road roller 8-10 tone with the grade and cross fall (camber) to be checked and any high spot or depressing which becomes apparent, corrected by removing or adding fresh material, including cost of tools and plants, carriage of material from stacks, templates, barrier, lighting arrangement at night, chowkidar and maintenance of diversion etc. complete in all respect as per MORT&H specifications, density of GSB as laid 2 gms/cc complete in all respect and to the entire satisfaction of Engineer in charge. (NS) |
| 5 | Construction of compacted Wet Mix Macadam thick to confirming to clause 406 of MORT&H (Ministry of road transport and highway)specification (5th edition) having as laid, density of 2.2gm/c.c (Two point Two gram per cubic centimeter) by providing laying, spreading and compacting clean, crushed aggregate and granular material(taking 1.8 cum material for 10 sqm (Ten square metre) area conforming to Table 400.12(Physical characteristics) Table 400.11 (grading) of MORT&H (Ministry of road transport and highway)specifications (4th edition). The material shall be premixed with water at OMC in Mixing Plant/Pan type mixer/Pug Mill and mixed material carried to site by tippers and spread uniformly and evenly on the prepared sub base/base by paver finisher of adequate capacity and all high and low spots remedied by removing or adding aggregate, as required and rolled with 8-10 (Eight to ten tones) tones roller to achieved/desired density. It shall included the cost of tools and plants, carriage of material from stacks, templates, barriers, safety temporary warning lamps at night, chowkidar, maintenance of diversion etc. Complete in all respects as per MORT&H (Ministry of road transport and highway) specification and to the entire satisfaction of the Engineer-in-charge. (NS) |
| 6 | Providing and applying primer coat with bitumen emulsion (Rapid Setting, packed) on prepared surface including cleaning of road surface and spraying bitumen at the rate of minimum 6 Kg./10sqm with bitumen pressure sprayer complete in all respects as per clause 502 of MORT&H specification ( 4th edition) complete in all respect in all respects and to the entire satisfaction of the Engineer in charge. (NS) |
| 7 | Providing and laying Tack Coat with bitumen VG-10 using sprayer @ 3.0kg/10 sqm on prepared bituminous surface, heating bitumen in boiler and spraying the bitumen with spray set fitted on bitumen boiler cleaned with narial broom complete in all respect as per MORT&H (5th revision) specification of clause 503 to the entire satisfaction of engineer in charge. (NS) |
| 8 | Providing and laying 50 mm thick Dense Graded Bituminous Macadam in layers with mechanical paver after mixing aggregates and bitumen as per design mix in Hot Mix Plant using minimum @ 4.5% (by wt of total mix) bitumen VG -30 of total mix with aggregate conforming to relevant specification laid in MORT&H with grading conforming to Table 500-10 grading II of MORT&H specifications (5th revision) and rolling with smooth wheeled, vibratory and tandem rollers as per clause 501.6 and 501.7 to achieve the desire density of dense graded bitumen macadam as laid 2.3 gm/cc & to the entire satisfaction of Engineer-in-Charge. (NS) |
| 9 | Providing and laying tack coat with bitumen VG-10 @ 2.50 kg/10 sqm using sprayer pump on prepared surface heating bitumen in boiler and spraying bitumen with spray set fitted on bitumen boiler including cleaning of road surface with complete in all respect as per MORT&H (5th revision) specification clause 503 and to the entire satisfaction of the Engineer-in-charge. (NS) |
| 10 | Providing and laying bituminous concrete as per clause 507 of MORT&H specification with mechanical paver after mixing aggregate and bitumen as per design mix in Hot mix plant using minimum 5.4% bitumen of grade VG- 30 and using both coarse and fine aggregate filler stone dust @2% by weight of aggregate confirming to relevant specification laid in MORT&H specification clause 507.2.2 and 507.2.3 with grading confirming to table 500.17 gradation –II of MORT&H specification and density of bituminous concrete as laid 2.35 gm/cc complete in all respect as per MORT&H specification and to entire satisfaction of Engineer-in-charge. (NS) |
| 11 | Providing and fixing factory manufactured precast concrete kerb of size 300mm x 300mm having 150mm thickness duly vibrated, mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerb with cement mortar 1:2 complete in all respect and to the entire satisfaction of thr Engineer in charge. (NS) |
| 12 | Providing and fixing factory manufactured precast concrete kerb of size 300mm x 300mm having 100mm thickness duly vibrated, mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerb with cement mortar 1:2 complete in all respect and to the entire satisfaction of thr Engineer in charge. (NS) |
| 13 | providing and fixing factory manufactured precast concrete channels of size 300 x 300mm having 75mm thickness duly vibrated, mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerb with cement mortar 1:2 complete in all respects and to the entire satisfaction of the Engineer-in-Charge. (NS) |
| 14 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar. (NS) |
| 15 | 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) (NS) |
| 16 | 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 : Cement mortar 1:4 (1 cement : 4 coarse sand). (NS) |
| 17 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) (NS) |
| 18 | 15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4(1 cement: 4 fine sand) (NS) |
| 19 | 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. (NS) |
| 20 | 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 @ 0.90 litre/10 sqm). (NS) |
| 21 | Manufacturing ,supplying and fixing retro reflective Mandatory sign boards consisting of 600 mm Dia sign boards and definition plate of Size 600x230mm made up of 3mm thick ACP sheet,rivted with 25x25x3mm angle iron frame, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other color combination including subject matter, message ,symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and welding the same with 3660mm high vertical post of M.S. angles of size 50x50x5 mm welded with hold fast of same size 225 mm long at the bottom end to be embedded in ground with cement concrete 1:2:4 block of size 300 x 300 x 450mm. The plate is to be processed by stove enamel paint of approved brand and painting white and black color alternate bands of 300mm long over one coat of priming coat to vertical post and steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat, complete in all respects and to be entire specification of Engineer—in charge. (NS) |
| 22 | Providing and fixing of raised pavement markers (Cat eyes) of make 3m series / Avery Denninson 80/C-80 confirming to ASTM D4280 type H with micro prismatic lens on both sides with 13 sq cm retro-reflective surface area in each lens, having two no. 3cm shanks and fixing the same with suitable epoxy after cutiing the road surface for embedding shanks complete in all respects and to the entire satisfaction of the Engineer in charge. (NS) |
| 23 | Providing and applying of hot thermoplastic compound 2.5mm thick for edge lines, centre lines, stop lines, zebra crossings, letters, numerals, diagonals and chembrons etc. including reflectorising glass beads @250gms. Per Sqm. Area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to level, uniform and free from streks and holes. The thermoplastic compound shall be screeded/extruded on the surface in moltan state by suitable machine capable of controlled preparation and laying of surface application of glass beads at a specific rate. The marking should be capable of resisting deformation by traffic, it should not be slippery when wet and marking shall not deteriorate by contact with sodium chloride, Calcium chloride or oil dropping from traffic. The material shall be free from all skin, dirt and foreign objects and shall comply as per table 800-9 and 800-10 complete in all respect as per Clause 803.4.1 of MORT&H specification (5th revision) and to the entire satisfaction of Engineer-in-Charge. (NS) |
| 24 | Providing and laying of cold applied reflective road marking paint as per IRC 35 using water based road marking material having Non-volatile matter contents by weight shall be minimum of 65%, drop on glass beads @ 300 grams per square meter with glass beads dispensary, to achieve a DFT of 300 microns, using automatic airless spray equipment, spray tips and between 2000 and 2500 psi (138 to 172 bar) pressure. The proportion of constituents of paint shall be as per Table 800-11 and gradation requirement for glass beads shall be as per Table 800-12 complete in all respect as per MORT&H specification (5th revision) and to the entire satisfaction of Engineer-in-charge. (NS) |
| 25 | Providing and fixing dual- directional dielinator made out of 16gauge M.S. rectangular pipe of size 25x68mm and of length 750mm. Pipe funished with Epaxy paint two or more coate. Head made out of ABS plastic rectangular moulded with flat face provided with High intensity prismatick reflectors of colour (white/yellow /red) of size 100x125mm with additional 2 reflective strips of 25mm wide Embedded in CC 1:2:4 of bock size of 9\\" x9\\" x 12\\" complete in all respect to the entire satisfaction of Engineer-in-charge. (NS) |
| 26 | Providing & Fixing of Factory made Fine Finished Cylindrical Bollard 150mm dia Fiber Reinforced Plastic moulds of size 950 high over ground level and 300mm below G.L. made with M:35 mix concrete design using 1250mm long 4 nos. 10mm dia TMT steel bars, 6mm dia stirrups @ 150mm c/c consisting 2 cuts of 75 mm high at top for retro reflector sheet type-IV, fiber reinforcement plastic moulds fixed in ground with C.C. 1:2:4 block of size 300x300x300 with base of C.C.1:5:10 block of size 300x300x100mm complete in all respect as per drawing / sketch and to to the entire satisfaction of Engineer-in-charge. (NS) |
| 27 | Providing and fixing of single legged mandatory sign consisting of 600mm dia and 450mm dia circular two board of ACP sheet 4mm thick as main plate and definition plate of size 600 x 230mm of ACP sheet fixed on 25x25x3mm angle iron frame back side with POP rivets and numerals with high intensity micro prismatic sheet grade type XI inlay and printing material on main and definition plate and fixing the same on MS angle 50x50x5mm 3.16 meter high with anchorage piece 9” long including painting of angle iron with two coats of synthetic enamel paint over one coat of primer and embedding the same in C.C. 1:2:4 of block of size 300x300x450mm complete in all respects and to the entire satisfaction of the Engineer-in-charge. (NS) |
| 28 | Providing and applying white washing (One or more coats) on the cement concrete surface of alternate kerbs after cleaning the surface with painting brush and arrangement of traffic control by providing three legged jhandies and cautionary boards etc. complete in all respect and to the entire satisfaction of Engineer -In-Charge. (NS) |
| 29 | Providing and applying bitumastic paint one coat of approved quality duly ISI marked on the cement concrete surface of alternate kerbs after cleaning the surface with painting brush and arrangement of traffic control by providing three legged jhandies and cautionary boards etc. complete in all respect and to the entire satisfaction of Engineer -In-Charge. (NS) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
TodayTender Documents
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