Tender For Construction Of Drainage From Hostels To Connect With 150Kld Cetp In The College C Us Of Gmc, Kathua Under Capex Budget 2026-27 (Month-06)
Tender Value
37.21 Lakhs
Estimated cost
Bid Submission
29 Jul 2026
2 days left
EMD
74420
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kathua → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Drainage From Hostels To Connect With 150Kld Cetp In The College C Us Of Gmc, Kathua Under Capex Budget 2026-27 (Month-06)
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing cement concrete in 1:3:6 or richer mix (i.e.equivalent design mix) manually/by mechanical means including disposal of material , all leads and lifts as per direction of Engineer-incharge: |
| 2 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material, all leads & lifts as per direction of Engineer-in-charge |
| 3 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material in cement mortar, all leads & lifts. |
| 4 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. For thickness of tiles above 25 mm and upto 40 mm. |
| 5 | Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. Bituminous portion |
| 6 | Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. Water bound macadam. |
| 7 | 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. |
| 8 | Earth work in excavation by manual means 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: |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering,incl. all leads and lifts |
| 10 | Supplying and laying including digging, carrying by lorry, filling River Bed Material including watering & consolidation in layers to specified lines, camber, grades and cross sections. Finished work incl. material , labour all leads , lifts and carriage of material by MT/HL. |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:3:6 (1 cement: 3 coarse sand : 6 graded stone agg. 20mm nominal size) |
| 12 | Centring & shuttering incl.strutting propping etc and removal of form work for Foundations, footings, bases of columns etc. for mass concrete. |
| 13 | Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 14 | Providing and laying dry stone agg. 40 mm nominal size incl. all leads lifts and carriage of material by M.T/H.L |
| 15 | Providing and laying 60 mm thick( colour 15% Red,15% Yellowand rest other) factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 16 | Providing and fixing on wall face un- plasticized rigid PVC rain water pipes conforming to IS : 13592 Type -A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion single socketed pipes 110 mm dia. All complete |
| 17 | Providing and fixing on wall face un- plasticized rigid PVC rain water pipes conforming to IS : 13592 Type -A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion single socketed pipes Bend 87.5° 110 mm bend |
| 18 | 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. |
| 19 | Providing and laying 25 mm Thick Semi- Dense Bituminous Concrete compacted thickness with bitumen of grade VG- 30 @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 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 including tack coat @ 0.75 kg/sqm on WBM surface complete and as per directions of Engineer-in-Charge. |
| 20 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 300 mm diameter |
| 21 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) including bed concrete as per standard design. All around S.W. pipe 300 mm diameter S.W. pipe |
| 22 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80 cm and 45 cm deep excluding C.I. cover : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 23 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design Inside size 120x90 cm and 90 cm deep excluding C.I. cover : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 24 | Extra for depth for manholes .Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 25 | Supplying and fixing C.I. cover without frame for manholes: 455x610mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. |
| 26 | Supplying and fixing C.I. cover without frame for manholes: 560 mm diameter C.I. cover ( heavy duty) the weight of the cover to be not less than 108 kg |
| 27 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete For pipes 250 to 300 mm diameter |
| 28 | Carriage of sand by mechanical transport incl. loading/ unloading within a lead of 10 kms |
| 29 | Carriage of stone aggregate below 40mm by mechanical transport incl. loading /unloading within a lead of 10 kms Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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