Tender For Upgradation Of Dehwatoo Shalberan Road Advt.Cost=₹94.14 Lacs, Amount Without Gst= ₹79.78 Lacs, Gst Amount= ₹14.36 Lacs
Tender Value
94.14 Lakhs
Estimated cost
Bid Submission
23 Oct 2026
3 days left
EMD
1.88 Lakhs
Bank guarantee accepted
Document Fee
1600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Anantnag → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Upgradation Of Dehwatoo Shalberan Road Advt.Cost=₹94.14 Lacs, Amount Without Gst= ₹79.78 Lacs, Gst Amount= ₹14.36 Lacs
BOQ
| Sl. No. | Item Description |
| 1 | A) Eangement of JCB/RBM/WBM: Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth upto and including 120 cm girth |
| 2 | Engagement of JCB for removal of Boulders from sides of road & Site clearance, removal of debris & Surface Dressing. |
| 3 | Supply and filling of RBM Filling at site incldd sorting spreeding watering laying & Consld with PRR of 08-10 tonne capicety compactor complete all cariage. |
| 4 | Supplying , stacking , 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 . :63 mm to 45 mm size stone aggregate with type-B screenings complete job |
| 5 | B) Construction of R/Wall: 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 up to 1 m from cutting edge disposal earth is to be leveled and neatly dressed( in all kinds of soil) |
| 6 | Providing and laying of hand Packed stone soling complete job |
| 7 | Providing and laying in position cement concrete 1:4:8 grade (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) (under Footings) of specified grade excluding the cost of centring and shuttering All work upto plinth level |
| 8 | Providing and laying in position cement concrete 1:2:4 grade (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size) (under Footings) of specified grade excluding the cost of centring and shuttering All work upto plinth level Avg lead 30km |
| 9 | Centering shuttering incl. starightening and removal of form work Foundation upto plinth level; |
| 10 | Supply and filling of RBM /Stone soling of specified size including spreading complete job i/c carriage Complete Job |
| 11 | Carriage of material by mechnical transport for an average lead of 40 kms: sand /Bajri |
| 12 | C) Construction of PCC Drain: 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 up to 1 m from cutting edge disposal earth is to be leveled and neatly dressed( in all kinds of soil) |
| 13 | Providing and laying of hand Packed stone soling complete job |
| 14 | Providing and laying in position cement concrete 1:4:8 grade (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) (under Footings) of specified grade excluding the cost of centring and shuttering All work upto plinth level |
| 15 | Providing and laying in position cement concrete 1:2:4 grade (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size) (under Footings) of specified grade excluding the cost of centring and shuttering All work upto plinth level Avg lead 30km |
| 16 | Centering shuttering incl. starightening and removal of form work Foundation upto plinth level |
| 17 | Carriage of material by mechnical transport for an average lead of 40 kms: sand /Bajri |
| 18 | D) RCC Pipes At Spots: Providing and Laying of RCC pipes at spots including cost of pipes , E/w in Excavation and providing proper granular cushion(minimum 300mm compacted thickness) with RBM filling incl. all carriages complete job. 600 mm Dia |
| 19 | 450 mm DIA |
| 20 | E) Construcrtion of 02 M Span RCC Culvert (2 No): 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 up to 1 m from cutting edge disposal earth is to be leveled and neatly dressed( in all kinds of soil) |
| 21 | Providing and laying of hand Packed stone soling complete job |
| 22 | Providing and laying in position cement concrete 1:4:8 grade (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) (under Footings) of specified grade excluding the cost of centring and shuttering All work upto plinth level |
| 23 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 24 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 25 | 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). |
| 26 | Centering shuttering incl. starightening and removal of form work Foundation upto plinth level |
| 27 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 28 | Suspended floors, roofs, landings, balconies and access platforms. |
| 29 | Providing weepholes in abutments, R/walls, B/Walls etc with 75mm dia PVC pipe cut to length and profile as required to be installed in concrete and other incidentals. |
| 30 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete with Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 31 | Carriage of material by mechnical transport for an average lead of 40 kms: sand /Bajri |
| 32 | E) Pavements: : Providinglaying, spreading and compacting graded stone aggregate range 0.075 mm wet mix macadam specification Including premixing the material with water OMC mechanical plant transporting the material by mechanical transport from plant upto site of work laying the mixed material in uniform layers mechanical paver finisher well prepared surface and compacting the same with vibratory roller . capacity the desired density compaction as per specifications and directions Engineer Incharge Including all complete |
| 33 | 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 W.B.M. /W.M.M. @ 0.4 Kg/sqm. |
| 34 | Providing and laying of 50mm premix Bituminous Macadam base course with stone aggregates of quality size and grading as specified in CPWD specifications and straight run bitumen of grade 80/100 3.5% by weight of total mix including hot mixing of stone aggregates and bitumen in hot mix plant transporting mixed material and laying with paver finisher to the required level and grade rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density50 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. incl all Carriages etc complete job. |
| 35 | Providing and laying of 25mm thick Semi Dense asphaltic base course using mineral aggregate satisfying the gradation set out in specifications with 5% binder content by weight of totall mix with the aid of hot mix plant and paver finisher including rolling wit road roller of 8 to 10 tonne capacity to achieve the required compaction and density 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 |
| 36 | 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 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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