Tender For Development Of On Street Parking At Mc Kulgam.Adv Cost Rs. 34.45 Lacs Incld: 18% Gst
Tender Value
34.45 Lakhs
Estimated cost
Bid Submission
23 Oct 2026
6 days left
EMD
68900
Bank guarantee accepted
Document Fee
1100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kulgam → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of On Street Parking At Mc Kulgam.Adv Cost Rs. 34.45 Lacs Incld: 18% Gst
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil . |
| 2 | Demolishing RCC work/tiles etc by mechanical means & stockpiling at designated locations & disposal of dismantled materials upto a lead of 1 kilometer, stacking serviceable & unserviceable material separately including cutting reinforcement bars |
| 3 | P/L of dry stone soling duly hand packed including carriage by MT 05 Kms |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.1 Mild steel and medium tensile steel bars |
| 9 | Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) . 11.29.3 Dark shade using ordinary cement and fixing the edges with 4 inch concrete for will be provided separately. |
| 10 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge) |
| 11 | Providing, laying and making kerb channel 30cm wide and 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth etc. complete as per direction of Engineer-incharge |
| 12 | Carriage of Materials from source of supply to site of Work by MT 15km |
| 13 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. Rectangular shape 600x450 internal dimensions |
| 14 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With rapid setting bitumen emulsion W.M.M. @ 0.4 Kg/sqm |
| 15 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50mm compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Hot Mix Plant of 100-120 TPH capacity. (i/c carriage). |
| 16 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. |
| 17 | Providing and laying 6mm thick Seal Coat of premixed fine aggregate (Passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 Kgs of bitumen of grade VG-10 bitumen per 100 per cum of fine aggregate (0.768 Kg of bitumen/Sqm) and 0.60 cum of fine aggregate per 100 sqm of road surface incl. rolling and finishing complete All leads, lifts, carriages, tools, taxes material cost including. |
| 18 | Manufacturing supplying and fixing retro reflective signage boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 as approved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001 in silver white with blue colour background and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class -II of ASTM-D-4956- 01 and fixing the same to the plate of structural frame work by means of suitable sized aluminum M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size 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 of zinc chromate yellow primer (vertical M.S.- Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. |
| 19 | Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm. |
| 20 | Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm. |
| 21 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 22 | Citizen informative board :- Providing and fixing of citizen information Board as per Technical Specifications, drawing & details. Nos. |
| 23 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Dry & Wet - 3.00 cum Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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