Tender For Up-Gradation /Restoration Of Sewerage Pipe Network At Industrial Estate Ghatti -Kathua.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
25 Aug 2026
3 days left
EMD
63640
Bank guarantee accepted
Document Fee
3500
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 Up-Gradation /Restoration Of Sewerage Pipe Network At Industrial Estate Ghatti -Kathua.
BOQ
| Sl. No. | Item Description |
| 1 | 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.E/W for 300mm dia pipe on main spine road nallah to L6 road(depth =4.80 mtr) Qty=1x90.00x2.5+0.80/2x4.80= 12.80cum(a)E/w for 300mm dia pipe on main spine road axiom opposite to L 15 Road (depth=1.80 mtr)qty= 200x1.80+0.80/2x1.80 =468 cum….(b)E/W for manholes A(depth =5 mtr)Qty=3x2.5x2.5x5.0 =93.75…[c)E/W for manholes B (depth =1.80 mtr)qty =6x1.80x1.80x1.80 =34.99 cum …(d)E/W for inlet chambersqty=15x1.05x1.05x0.85 = 14.05cum…….(e)Total qty. =a+b+c+d+e = 1323.59cum |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil :Qty=1x90x2.50+0.80/2x3.30=490.05cum…(a)qty=200x1.80+0.80/2x0.30= 78.00cum….(b)manholesA qty=3x2.5x2.5x3.50 =65.62cum…[c)B qty=6x1.80x1.80x0.30 =5.83cum….(d) Total qty=a+b+c+d = 639.50 Cum |
| 3 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.Bituminous roadsQTY for 300 mm dia Pipes on main road Qty =1x80x2.5 = 200 Sqm |
| 4 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge. 1:3:6 or richer mix (i/c equivalent design mix) Qty =12cum |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering 1:4:8 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) All work upto plinth level with.PCC for 300mm dia pipe line.bed=1x290.00x0.60x0.10 = 17.40cumPCC for manhole Aqty =3x2.0x2.0x0.10 =1.20 cumPCC for manhole Bqty=6x1.60x1.60x0.10 =1.53cumPCC for inlet chambersqty=15x1.05x1.05x0.10 =1.65cum Total qty =21.78 Cum |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering 1:4:8 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) All work upto plinth level with.PCC for 300mm dia pipe line.bed=1x290.00x0.60x0.10 = 17.40cumPCC for manhole Aqty =3x2.0x2.0x0.10 =1.20 cumPCC for manhole Bqty=6x1.60x1.60x0.10 =1.53cumPCC for inlet chambersqty=15x1.05x1.05x0.10 =1.65cum Total qty =21.78 Cum |
| 7 | 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 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)CC for manholesqty = 1x6x1.60x1.60x0.10 =1.53cumqty = 1x3x2.0x2.0x0.15 =1.8 cumCC for 300 mm dia pipe lineqty=1x290x0.55x0.60= 95.7 cumd/d=300 mm pipe diaqty =290x3.14x(0.175)²=27.88cum total =67.62cum Total qty = 70.95 |
| 8 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.300mm dia. R.C.C. pipe L=290 RM |
| 9 | 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)Manhole (B) size (.90x.90)Raft=1x1.30x1.30x0.20= 0.338L.wall=1x2x1.30x0.20x1.80=0.936S.wall=1x2x0.90x0.20x1.80=0.648Casting & PlacingManhole coverQty=1x3x1.30x0.45x0.15 =0.263Qty for single manhole =2.18 cum total no. of manhole = 6total qty=1x6x2.18 =13.08cum…..(A)Manhole (A) size (1.20x1.20)Raft=1x1.80x1.80x0.25= 0.81L.wall=1x2x1.80x0.30x4.60=4.97S.wall=1x2x1.20X1.20X.30x4.60=3.97Casting & Placing Manhole coverQty=1x3x1.80x0.60x0.25 =0.81Qty for single manhole =10.55 cumTotal no. of manhole = 5Total qty=1x3x10.55 =31.68cum…..(B)RCC for inlet chambersqty=15x(4x0.65x0.20x0.70)=5.46cum…(C)casting RCC cover (slab) for inlet chamberQty =15x0.75x0.75x0.125 =1.05cum…….(D)Total qty a+b+c+d 51.27=cum |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete(B)PCC=2x(1.60+1.60)x0.10=0.512sqmCasting for Manhole cover shuttering3x{(1.30+0.45)x2}x0.15=1.575Qty for single manhole = 0.96+1.575=2.53sqmTotal qty=1x6x2.53 =15.18sqm….a(A)PCC=2x(2.0+2.0)x0.10=0.80sqmCasting for Manhole cover shuttering3x{(1.80+0.60)x2}x0.25=3.60sqmQty for single manhole =0.80+3.60=4.40sqmqty=1x3x4.40=13.20sqm…..bFOR pipe linePCC2x290x.10=58sqm……c qty=2x290x.60=348sqm…..dTotal qty =a+b+c+d = 434.38cum |
| 11 | Walls(anythickness)includingattachedpilasters,buttresses,plinthandstringcoursesetc.RCC. manhole(B)Raft=2x(1.30+1.30)x0.20= 1.04sqmL. wall=2x(1.30x1.80)=4.68sqmS.wall=2x(0.90x1.80)= 3.24sqmQty of single manhole=8.96sqmTotal qty=1x6x8.96 =53.76sqm….aQty for inlet chamber1x15(4x2x0.60x0.70)=50.04 sqm… bRCC manhole Braft=2x(1.80+1.80)x0.25=1.80sqmL. wall=2x(1.80x4.60)=16.56sqmS .wall=2x(1.20x4.60)= 11.04sqmQty of single manhole=29.40sqmTotal qty=1x3x29.40 =88.20sqm…….(c)Total qty a+b+c =192.00sqm |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.(Qty vide item no. 9)Qty=51.27@125kg/cum=6408.75kg |
| 13 | Making connection of sewer line with manhole and making good the walls ,floor with cement plaster finished with a floating coat of wet cement etc. complete.Qty =11 No,s |
| 14 | Removal/ Disposal of unserviceable material (So classified by the site engineer) from designated site and its disposal as per directions,(above 100 meters from cutting edge) all inclusive(qty vide items no 1 =1323.59CUM1323.59@40% =529.43cum…..(a)(qty vide items no 3=200sqmqty 1x200x0.15= 30.00cum (b)qty vide item no 4 =12 cum (c)Total = a+b+c=572.70cum |
| 15 | Providing, laying, spreading and compacting graded stone aggregate (size range 53mm 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 and 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.qty=1x80x2.4x0.30=57.60cum Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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