Tender For Upgradation Of Approach Road To Lonepora Culvert At Lajoora.
Tender Value
48.08 Lakhs
Estimated cost
Bid Submission
20 Aug 2026
9 days left
EMD
96160
Bank guarantee accepted
Document Fee
1100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pulwama → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Upgradation Of Approach Road To Lonepora Culvert At Lajoora.
BOQ
| Sl. No. | Item Description |
| 1 | Providing and Laying GSB including sorting spreading watering and consolidation with a mechanical roller of 8 to 10 tonne capacity incld all carriages complete. |
| 2 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm |
| 3 | Supplying and stacking at site Stone screening of size13.2 mm nominal size (Type A) |
| 4 | Supplying and stacking at site of moorum |
| 5 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 6 | Carriage by Mechanical Transport avg lead 5km |
| 7 | 63-45mm for an avg lead of 07km |
| 8 | Screening/dust for an avg lead of 05kms |
| 9 | Providing, laying, spreading and compacting 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 incld carriage of all materials involved complete. |
| 10 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On W.B.M. @ 0.75 Kg/sqm.incld carriage of all materials involved complete. |
| 11 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On BT surface @ 0.50Kg/sqm.incld carriage of all materials involved complete. |
| 12 | Providing and laying 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 Drum Type Hot Mix Plant of 60-90 TPH capacity..incld carriage of all materials involved complete. |
| 13 | 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 Drum Type Hot Mix Plant of 60-90 TPH capacity incld carriage of all materials involved complete. |
| 14 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg 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 carriage of all materials involved complete. |
| 15 | P/L Khakh bajri filling in berms of specified grade and size including ramming spreading and compacting and all carriages & loading /unloading complete |
| 16 | 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. |
| 17 | Supply and filling of Nallah stone (hand packed) in wire crates of 100 mm *100 mm mesh in proper position incl knitting of wire crates and binding top and sides after filling of stones incl cost and carraige of crates and stones complete including excavation etc. |
| 18 | P/L Backfilling Nalla boulders handpacked of specified grade and size including ramming spreading and compacting with power road roller 8-10 tonne capacity and all carriages & loading/unloading complete incld all carriages |
| 19 | Drain |
| 20 | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres:All kinds of soil : |
| 21 | P/L Stone solling of Specified size duely hand packed incl. all carriages and loading/unloading. |
| 22 | Providing and Laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 mix.incld all carriages |
| 23 | Providing and laying in position cement concrete of specified grade M-15 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size crushed aggeregate) for reinforced cement concrete works excluding the cost of centering, shuttering, and reinforcement. All work at all levels. |
| 24 | Centring and shuttering including strutting proping and removal of form work for foundations, footings, bases of columns slabs etc for mass concrete. |
| 25 | 12mm Cement plaster finished with a floating coat of neat cement of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 26 | Carriage by Mechanical Transport avg lead |
| 27 | Stone agg for avg lead of 10 km |
| 28 | Sand for avg lead of 10 km Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysAug 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender