Tender For Provision Of Pathway For Patrolling Along The Perimeter Wall (Aprrox Length 2350 Meter) At Haft Chinar Mil Stn Under Ge 970 Ews
Tender Value
99.80 Lakhs
Estimated cost
Bid Submission
29 Aug 2026
6 days left
EMD
1.74 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jammu → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Provision Of Pathway For Patrolling Along The Perimeter Wall (Aprrox Length 2350 Meter) At Haft Chinar Mil Stn Under Ge 970 Ews
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Aug-2026 | Amendment to Sch A notes, Particular specification and BOQ | BOQ | 29-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Preparation and cosolidation of sub grade with power road roller/Hand guided/ Walk-behind double drum vibratory Roller (Baby Roller) of 10 to 12 tonne capacity after exacavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller/Hand guided/ Walk-behind double drum vibratory Roller (Baby Roller) including making good the undulations etc, and rerolling the sub grade and disposal of surplus earth to a lead upto 50 metres complete all as specified and directed. |
| 2 | Providing and laying pesticide/weedicide treatment in two layers i.e. First layer preparation of sub grade and second layer after laying of WBM complete as per manufacturer's specifications complete all as specified and directed. |
| 3 | Construction of granular sub-base by providing close graded material 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/Hand guided/ Walk-behind double drum vibratory Roller (Baby Roller) to achieve the desired density with material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-25 complete all as specified and directed |
| 4 | Providing, laying, spreading and compacting graded stone aggregate (size range 53mm 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 and lifts, laying in uniform layers with mechanical paver finisher in sub- base/base course on well prepared surface compacting with vibratory roller/Hand guided/ Walk-behind double drum vibratory Roller (Baby Roller) of 10 to 12 tonne capacity to achieve the desired density, complete all as specified and directed. |
| 5 | Providing and laying primer coat over WMM surface with bitumen Emulsion medium setting yup @ 7.5 Kg per 10 Sqm area as per clause No.502 of MORTH specifications of road works (Ivth Rrevision) of 2001/latest edition complete all as specified and directed |
| 6 | 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 on bituminous surface @ 0.25 kg/10.05 sqm complete all as specified and directed |
| 7 | Providing and laying 30mm thick bituminous macadam with 80/100 grade bitumen @ 3.3% using mini plant at site (using 12mm thick crushed stone aggregate) of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface to the required grade, level and alignment and rolled/Hand guided/ Walk-behind double drum vibratory Roller (Baby Roller) to achieve the desired compaction complete all as specified and directed |
| 8 | Providing and laying 20mm thick (compacted thickness) bituminous concrete with 80/100 grade bitumen @ 5% using 12mm thick aggregate of specified grading, premixed with bituninous binder, transporting to site, laid over a previously prepared surface with finishing to the required grade, level and alignment and rolled/Hand guided/ Walk-behind double drum vibratory Roller (Baby Roller) to achieve the desired compaction complete all as specified and directed.Note:- No depression or bird bath more than 6mm should be present on the finished surface. |
| 9 | Providing and fixing of Kerb Stone of size 12x2x5\\" dimension made out of cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) along the sides of the track area, complete all as specified and directed |
| 10 | Providing and laying Synthetic Athletic Track surface minimum 13mm thick Spray Coat System, Cast in situ) including marking on the surface as per games standard by World Athletics all completed as per specifications laid down by World Athletics complete all as specified and directed |
| 11 | Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles, complete all as specified and directed |
| 12 | M&L cement concrete (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. |
| 13 | M&L Brickwork with Old size bricks, straight or curved on plan exceeding 6m mean radius, built in CM (1:6) complete all as specified and directed |
| 14 | M&L salt glazed stoneware (SGSW) grade 'A' drain pipes 200mm bore laid in trenches and jointed on concrete bed including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 (using 40mm graded graded crushed stone aggregate) with and including demolition and breaking up drain pipes, 150 mm dia (PVC, salt glazed ware, AC or reinforced concrete) set in cement mortar complete all as specified and directed |
| 15 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, sewage pipe line, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out from any type of soil, including cutting of roots of trees, weeds, bushes, or any type of obstacles like chain link fencing, etc whille digging out for man holes pits, or digging for sewage pipe line trenches etc complete all as specified and directed |
| 16 | M&L returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. |
| 17 | Removing surplus excavated material to a distance exceeding 250 m but not exceeding 500 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 17, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 29, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysAug 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysTender Documents
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