Tender For Repairing Maintenance Of Access Roads And Construction Of Concrete Drain At Fci Godown At 110 Bn Crpf Lethpora Pulwama.
Tender Value
43.73 Lakhs
Estimated cost
Bid Submission
23 Oct 2026
5 days left
EMD
87460
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 Repairing Maintenance Of Access Roads And Construction Of Concrete Drain At Fci Godown At 110 Bn Crpf Lethpora Pulwama.
BOQ
| Sl. No. | Item Description |
| 1 | Part-A …...........Macadamizaion of Interior Roads |
| 2 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 3 | Providing and Laying of RBM/Quarry Material at site incld sorting spreading watering laying & consolidation with PRR of 8- 10 tonne complete all carriage. |
| 4 | Supplying and stacking of graded stone aggregate at site of size 63-45mm size, (quarry Woyen), stone screenings, chippings, 13.2mm nominal size (Type-A) & moorum (stone dust) including Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications (in accordance with clause 404 of MoRTH 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 including carriage of all material involved with loading unloading and stacking complete all as directed by Engineer-Incharge. |
| 5 | 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 |
| 6 | 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 WBM/WMM @ 0.75 kg/sqm |
| 7 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder,, trasported 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 -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. |
| 8 | 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. |
| 9 | 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 |
| 10 | Supply and filling of Khak Bajri in berms including ramming, dressing, watering and consolidation with Power Road Roller (8-10 Tonne to regquired gradient and camber including all carriages with loading, un-loading, stacking etc. |
| 11 | Part-B …..........Construction of Drain. |
| 12 | Earth work in excavation by mechanical means in trenches for foundations drains , pipes , cables etc. (exceeding 1.5 m in width ) and for shafts , wells cesspits and the like not exceeding 10 sqm on plan depth up to 1.5 m incld. disposal of excavated earth upto 1 m from cutting edge disposal earth is to be levelled and neatly dressed( in all kinds of soil) |
| 13 | Providing & laying of stone Soling material (dully hand packed) including watering dressing and ramming with all carriages loading un-loading and stacking etc complete |
| 14 | 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) |
| 15 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 16 | Centring and shuttering including, Strutting, propping etc & removal of form work for Foundations, footings, bases of columns for mass concrete. |
| 17 | 12 mm Cement Sand Plaster in 1:4 mix (1Cement: 4 Fine sand) |
| 18 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with floating coat of neat cement including cement slurry, but excluding the cost of noising of steps etc. complete. 40mm thick 20 mm nominal size stone aggregate. |
| 19 | Supply and filling of RBM /quarry material of specified and required size as directed including dressing, ramming watering and compacting with carriage of all material involved loading, unloading and stacking complete. |
| 20 | Carriage of Material by MT from Source to site of work. |
| 21 | Stone Aggregate /Sand for an average lead of 10 kms |
| 22 | Providing and laying 450mm dia RCC Spun Pipe including trunch excavation, refiling and carriage complete.. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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