Tender For Strengthening / Upgradation Of Khanpora Utresoo Road Including Ir At Khanpora ( Balance Work)
Tender Value
1.40 Crore
Estimated cost
Bid Submission
05 Nov 2026
2 days left
EMD
2.81 Lakhs
Bank guarantee accepted
Document Fee
2600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Anantnag → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Strengthening / Upgradation Of Khanpora Utresoo Road Including Ir At Khanpora ( Balance Work)
BOQ
| Sl. No. | Item Description |
| 1 | Tree Cutting/Clearance:- Felling trees of the girth(measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material: Beyond 60cm girth upto and including 120cm girth |
| 2 | Surface Dressing including removal of vegetation |
| 3 | Supply and filling of RBM/Nallah Much filling at site incld sorting spredding watering laying and consld with PRR of 8-10 tonne complete all carriage |
| 4 | Supply and stacking of graded stone aggregate at site of size range 63mm to 45mm excluding carriage QUARRY stone agg |
| 5 | ROAD :-Supply and stacking of stone screening/Chippings at site exclding carriage 13.2 mm nominal size Type A |
| 6 | Supply and stacking of Moorum at site excluding carriage |
| 7 | Laying water bound macadam with specified stone agg. Screening and binding marerial incld. Screening sorting spreeding to temlate & consld with PRR of 8-10 tonne complete Sub base with st agg 63-45 mm screening 13.2mm |
| 8 | Carriage of materails By Mech.Transport, from source to site of workStone agg. 63mm-45mm size for an avg lead of 27 km |
| 9 | Carriage of materails By Mech.Transport, from source to site of work Screening for an avg lead of 18 km |
| 10 | Carriage of materails By Mech.Transport, from source to site of work Moorum/Stone dust for an avg lead of 18 km |
| 11 | 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 i/c all carriages complete job |
| 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 i/c all carriages |
| 13 | Providing and applying tack coat using bituminous emulsio conforming to IS 8887 using emulsion pressure distributor complete @0.4Kg/Sqm on WMM |
| 14 | 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, leveland 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 all carriages complete job and Providing and laying of 6mm thick 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 carriages complete job. |
| 15 | Supply and filling of Khakh bajree filling for berms incld sorting spreeding watering laying & consld with PRR of 8-10 tonne complete all carriage. |
| 16 | R WALL :- Earth work in excv. By manual means over areas excd. 30cms & upto 5 m in depth 1.5m in width as well as 10 sqm.On plan, disposal of excvtd. Earth upto 1 m, disposedearth to be levelled & neatly dressed ( all kinds of soils) |
| 17 | Providing & Laying of stone soling (dully handpacked)including watering dressing and ramming with allcarriages loading un-loading and stacking etc complete |
| 18 | Providing & laying in position cement concrete of specified grade excld. The cost of centring and shuttering all workupto plinth level(1:4:8 coarse sand 40mm nominal size crushed stone agg. |
| 19 | Providing & laying in position cement concrete of specifiedgrade excld. The cost of centring and shuttering all workupto plinth level (1:3:6 coarse sand 20mm nominal size crushed stone agg.) |
| 20 | Centring and shuttering incld. Strutting, proping etc &removal of form work for Founadtions, footings, bases ofcolumns for mass concrete |
| 21 | Providing and laying of nallah much including watering dressing and ramming with all carriages loading unloading and stacking etc complete |
| 22 | Carriage of materails By Mech.Transport, from source to site of work Stone agg. for an avg lead of 25 km Stone agg. for an avg lead of 25 km |
| 23 | Carriage of materails By Mech.Transport, from source to site of work Sand for an avg lead of 30 km |
| 24 | DRAIN :- Earth work in excavation by manual means in trenches for fountains, drains & cables etc not excdng 1.5 m in width & 10sqm on plan depth upto 1.5m disposed earth to be levelled & neatly dressed all kinds of soils |
| 25 | Providing & Laying of stone soling (dully handpacked)including watering dressing and ramming with allcarriages loading un-loading and stacking etc complete |
| 26 | Providing & laying in position cement concrete ofspecified grade excld. The cost of centring and shutteringall work upto plinth level(1:4:8 coarse sand 40mmnominal size crushed stone agg.) |
| 27 | Providing & laying in position cement concrete inRetaining walls, retuirn walls, walls of any thickness ofspecified grade excld. The cost of centring and shuttering(1:3:6 coarse sand 20mm nominal size crushed stoneagg.) |
| 28 | Cement concrete flooring 1:2:4 finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc complete 50mm thick with 20mm NSA crushed |
| 29 | 12mm cement plaster of mix 1:4(1cement: 6fine sand) |
| 30 | Centring and shuttering incld. Strutting, proping etc &removal of form work for Founadtions, footings, bases ofcolumns for mass concrete |
| 31 | Carriage of materails By Mech. Transport, from source to site of workStone agg. for an avg lead of 25 km |
| 32 | Carriage of materails By Mech. Transport, from source to site of work Sand for an avg lead of 30 km |
| 33 | KUCHA DRAIN :-Earth work in excavatrion by manual means over areasexceeding 30 cms & upto 5 m in depth 1.5m in width aswell as 10 sqm. On plan, disposal of excavated earthupto 1 m, disposed earth to be levelled & neatlydressed( all kinds of soils) |
| 34 | CULVERT :- Dismantling of existing culvert(Slabs, Abuts) including disposal and construction of diversion and dewatering of the same complete job |
| 35 | Earth work in excavatrion by manual means over areasexceeding 30 cms & upto 5 m in depth 1.5m in width aswell as 10 sqm. On plan, disposal of excavated earthupto 1 m, disposed earth to be levelled & neatlydressed( all kinds of soils) |
| 36 | Providing & Laying of stone soling (dully handpacked)including watering dressing and ramming withall carriages loading un-loading and stacking etccomplete |
| 37 | Providing & laying in position cement concrete ofspecified grade excld. The cost of centring andshuttering all work upto plinth level(1:4:8 coarse sand40mm nominal size crushed stone agg.) |
| 38 | P/L in position specified grade of reinforced cementcencrete excld. The cost of centring, shuttering,finishing and reinforecement-All work upto plinth level.1:1.5:3 graded stone agg. 20mm nominal size |
| 39 | RCC work in walls, incld. attchd pilasters, buttressesplinth & string courses, columns, pilars, abts, posts andsturts etc upto floor 5 level excld. Cost of cntring,shuttering, finishing and reinforcement 1:1.5:3 gradedcrshd stne agg. 20mm nominal size |
| 40 | Reinforcement for RCC work incld straightning, cutting,bending, placing in position & binding all complete(Thermo-mechanically treated bars) |
| 41 | centring and shuttering incld. Strutting, proping etc &removal of form work for Founadtions, footings, basesof columns for mass concrete |
| 42 | Centring and shuttering incld. Strutting, proping etc &removal of form work for walls(any thickness) incld. Attchd plasters, buttresses, plinth and string cousresetc |
| 43 | Centring and shuttering incld. Strutting, proping etc & removal of form work for suspended floors, roofs,landings, balconies & access plateform |
| 44 | Providing & Laying of GSB (dully hand packed)includingwatering dressing and ramming with all carriagesloading un-loading and stacking etc complete |
| 45 | Carriage of materails By Mech. Transport, from source to site of Stone agg. for an avg lead of 25 km |
| 46 | Carriage of materails By Mech. Transport, from source to site of Sand for an avg lead of 30 km |
| 47 | RCC SPUN PIPES:- Providing & laying of RCC pipes in trenches in proper position including excavation of trenches refilling of excavated materials got from excavation. Providing of cushion over pipes incld all carriages of pipes, loading, unloading and stacking etc complt. 18\\" Dia |
| 48 | Providing & laying of RCC pipes in trenches in proper position including excavation of trenches refilling of excavated materials got from excavation. Providing of cushion over pipes incld all carriages of pipes, loading, unloading and stacking etc complt. 12\\" Dia |
| 49 | Maintenance Part for 5 years (I) Ist Year 10% |
| 50 | (ii) 2nd year 15% |
| 51 | (III) 3rd year 20% |
| 52 | (IV) 4th year 25% |
| 53 | (V) 5th year 30% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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