Tender For Development On Street Parking At Asaan Bazar Bona Devsar (Mdc) Head
Tender Value
19.18 Lakhs
Estimated cost
Bid Submission
16 Jul 2026
2 days left
EMD
38360
Bank guarantee accepted
Document Fee
800
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 On Street Parking At Asaan Bazar Bona Devsar (Mdc) Head
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 06-Jul-2026 | Bid Submission date Extended | Date | 16-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | RBM & Gr-II |
| 2 | Engagement of JCB for site clearance. Dressing .dismantling , Kucha drain , Scarifying the old surface , disposal of excavated /dismantled material as per the directions of Engineer Incharge |
| 3 | P/L of Nallah Muck/ RBM with maxiumum size 75-90mm including sorting , spreading in uniform layers on existing surface and consolidation with vibratory roller of 8-10 ton capacity to required camber and grade including cost and carriage of material involved with loading and unloading all complete |
| 4 | conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 5 | Title Path |
| 6 | Engagement of labours for dismantling of old cement concrete blocks, site clearance removal of vegetative matter etc including disoposal of dismantled material beyond MC Limits. |
| 7 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15cm deep and disposal of rubbish beyond MC Limits- All kinds of soil. |
| 8 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil : |
| 9 | Providing and laying stone Nalla Boulders (duly hand packed) incld: dressing and ramming including all carriages complete. |
| 10 | 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. |
| 11 | 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) |
| 12 | providing and laying 60mm thick factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction and of approved over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand ete. all complete as per directions of Engineer-in charge. All Carraiges complete job. |
| 13 | Centering and shuttering including strutting, proping and removal of formwork for foundations footings, bases etc. |
| 14 | 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-in- charge (length of finished kerb edging shall be measured for payment).(Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 15 | Carriage of Bajari from nearest source to site of work avg. lead 7km |
| 16 | Carriage of Bajari from nearest source to site of work avg. lead 7km |
| 17 | Macdamization |
| 18 | Engagement of JCB of site clearance, dressing and levelling, dismentaling, Kuchha Drain , scaryfying the old surface, disposal of excavated/dismentalled material as per the directions of Engineers Incharge. |
| 19 | Supplying & laying of RBM including spreading dressing & compaction in alternate layers by powerfull road roller including carriage by Mt of 10 km |
| 20 | Providing, laying, spreading and compacting 100mm thick graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge including all leads, lifts, loading, unloading carriage of all materials Complete |
| 21 | 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 On W.B.M. /W.M.M. @ 0.4 Kg/sqm. |
| 22 | Providing and laying 50mm thick bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, 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. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch /Drum Type Hot Mix Plant of 100-120 TPH /60-90 TPH capacity Complete. |
| 23 | 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. 25 mm compacted thickness with bitumen of grade VG 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch /Drum Type Hot Mix Plant of 100-120 TPH /60-90 TPH capacity Complete. |
| 24 | Providing and laying seal coat of premixed fine agg. (Passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 Kgs, of bitumen of grade VG - 10 bitumen per Cum of fine aggregate and 0.60 Cum of fine aggregate per 100 Sqm of road surface including rolling and finishing with road all complete Incld: all carriages |
| 25 | Road Furniture |
| 26 | 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. |
| 27 | Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensityencapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colourcombination including subject matter, message (bi-lingual), symbols andborders 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 fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measuresmounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to avertical post made upto M.S. Tee section ISMT 50x50x6mm welded withbase plate of size 100x100x5mm at the bottom end and including makingholes in pipes, angle flats, providing and fixing M.S. message plate ofrequired 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. |
| 28 | Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm. |
| 29 | Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 06, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 16, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysJul 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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