Tender For Construction Of Underground Sewage Line For Segregation Of Active And Non-Active Drain At Reep
Tender Value
71.98 Lakhs
Estimated cost
Bid Submission
07 Jul 2025
0 days left
EMD
1.22 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
matikhalo → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Underground Sewage Line For Segregation Of Active And Non-Active Drain At Reep
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by (Hydraulic excavator)/manual meansin foundation trenches or drainsincluding dressing of sides and ramming of bottoms, lift upto 1.5m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within the site lead up to 50 Mtr. All kinds of soil. |
| 2 | Demolishing RCC work by manually/ mechanical means including cutting reinforcement bars manually/by mechanical means in RCC works, stacking of steel bars and disposal of unserviceable concrete within with in 50 mtr. from work site as per direction of Engineer- in- Charge. Reinforcement steel recovered which is in good condition as observed by E.I.C. is to be returned to our Central stores. |
| 3 | Demolishing cement concrete by manually /mechanical means including disposal of material within 50mtr. From work site as per direction of Engineer-in-charge. |
| 4 | Dismantling manually / mechanical means including stacking of serviable material and disposal of unserviceable materials within 50meters lead as per EIC: Water bound macadam road |
| 5 | Dismantling manually / mechanical means including stacking of serviable material and disposal of unserviceable materials within 50meters lead as per EIC: Bituminous road |
| 6 | Demolishing brick work manually / by mechanical means including stacking of servable material and disposal of unserviceable material within 50metres lead of 50mtr lead as per direction of EIC. In cement mortar |
| 7 | Brickwork with bricks of minimum crushing strength 60kg/cm2 in foundation and plinth level in cement mortar 1:6 (1 cement : 6 coarse sand ) |
| 8 | Brickwork with bricks of minimum crushing strength 60kg/cm2 in super structure above plinth level upto floor vlevel in cement mortar 1:6 (1 cement : 6 coarse sand ) |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level- 1:4:8(1 cement: 4 coarse sand derived from natural sources : 8 graded stone aggregate 40mm nominal size derived from natural sources. |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering , shuttering , finishing and reinforcement - all work at all level. 1:1.5:3 (1 cement : 1.5 coarse sand derived from natural sources : 3 graded stone aggregates 20mm nominal size derived from natural sources. |
| 11 | Reinforcement cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto floor five level, excluding cost of centering, shuttering, finishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sandderived from natural sources : 3 graded stone aggregates 20mm nominal size derived from Natural sources. |
| 12 | Reinforcement for RCC work including supplying, straightening, cutting, bending, placing in position and binding with 22Gauge MS binding wire complete including cost, conveyance, lead, lift of all materials for all types of RCC works as per drawing/specification and as directed by Engineer-in-charge at all levels. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level :Foundations, footings, bases of columns etc. for mass concrete |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level : Walls (any thickness) includingattached pilasters, buttresses etc |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level :Suspended floors, roofs, landings, balconies and access platform |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level:Lintels, beams, plinth beams, girders, bressummers and cantilevers |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for up to floor V level :Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 18 | Providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering and shuttering , finishing and reinforcement- all work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from naturalsources : 4 graded stone aggregate 20mm nominal size derived from natural sources. |
| 19 | 15mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4 (1 cement : 4 fine sand) |
| 20 | 12mm cement plaster of mix1:4(1 cement : 4 sand) for fair faces including cost and conveyance of all materials, labour, scaffolding etc. complete as directed by Engineer-in-Charge at all levels |
| 21 | Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, andof required shade and colour all complete to achieve even shade and colour as per manufacturer\"s specification: Two or more coats over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/liter. |
| 22 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicon additives of required shade: Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 ltr/10 sqm) |
| 23 | Providing and laying anti skid Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer but not less than 8mm), of 1st quality conforming to IS : 15622 or ISO 13006 of Kajaria, Johnson & Johnson,nitco,somany makelaid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 24 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 or ISO 13006 (thickness to be specified by the manufacturer but not less than 8mm)in all colours, shades of Kajaria, Johnson & Johnson,nitco,somany make of size 300x300 mm or more, inwalls, skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 25 | Providing and fixing powder coated aluminum work for windows & ventilators with extruded built up standard tubular sections/appropriate Z sections & other sections of approved make confirming to IS:733 & IS:1285 fixed with dash fasteners of required dia and size, including necessary filling up of gaps at junctions, at top, bottom & sides with required EPDM Rubber/neoprene gasket etc. Aluminum sections shall be smooth, rust free, straight, mitred & jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling brass/stainless steel screws all complete as per architectural drawings & directions of Engg.- in- charge (glazing, paneling & dash fasteners to be paid separately).For Fixed portion - Powder coated aluminum Minimum thickness of powder coating for powder coated Aluminum shall be 50 micron |
| 26 | For shutter of windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of PVC neoprene gasket required(fittings shall be paid for separately) |
| 27 | Providing and fixing factory made single extruded WPC (Wood polymer composite ) solid door/ window /clerestory windows and other frames / chow khat comprising of virgin PVC polymer of K value 58-60(suspension grade,) calcium carbonate andnatural fibres ( wood powder / rice husk / wheat husk ) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVCsolvent cement and screwd with full body threaded star headedSS screws withdrawal strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of class A category with property of being termite/ borer proof, water moisture proof and fire retardant and fixed in position with MS hold fast/ ss dash fasterners of required dia and length complete as direction of EIC Note: for WPCsolid door/ window frames , minus 5mm tolerance in dimension i.e depth and width of profile shall be acceptable , variation in profile dimensions on plus side shall be acceptable , variation in profile dimension on plus side shall be acceptable but no extra payment on this account shall be made Frame size- 45x70mm |
| 28 | Providing and fixing factory made single extruded WPCsolid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (suspension grade ) , calcium carbonate and natural fibers (wood powder / rice husk / wheat husk) and non toxic additives (maximum toxicity index of 12 for 100gms ) having minimum density of 650 kg/cum and screw withdrwl strength of 1800 N (face ) and 900 N (Edge ), minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of class A category with property of being termite /borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed , counter sunk SS screws all as per direction of EIC.30mm thick |
| 29 | Supplying, providing and fixing FRP Door frames of cross section 90mmX45 mm having single rebate of suitable size to receive shutter of 30mm/25mm thickness. The laminate shall be moulded with fire resistance grade unsaturated polyster resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fibre glass from all sides. MS stay shall be provided at the bottom to steady the frame etc. complete as per direction of EIC |
| 30 | Supplying, providing and fixing of FRP 30mm thick door (+/-2mm tolerance) paneled door shutter made out of fire retardant grade unsaturated polyster resin, moulded to 3mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5mm thick FRP laminate for panels. The door to be finished with two coats of approved enamel paint. The door to be fixed with frame with 6 nos of 4 inch hingeswith help of 1.25 inch full thread CSKscrew, including all steel fittings like door handle, tower bolts, aldrops, etc. complete as per direction of EIC |
| 31 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDMrubber /neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminum snap beading shall be paid in basic item: with float glass panes of 4.0mm thickness (weight not less than 10kg/sqm) |
| 32 | Providing and laying non pressure NP-3 class (medium duty) R.C.C pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 450mm dia RCC pipes |
| 33 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 ( 1 cement : 4 coarse sand ), inside cement plaster 12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand ) finished with a floating coat of neat cement , foundation concrete 1:3:6 mix (1 cement : 3 coarse sand :6 graded stone aggregate 40mm nominal size ), and making necessary channel in neat cement, foundation concrete 1:3:6mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size, and making necessary channel in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) finished with a floating coat of neat cement , all complete as per standard design, 0.91 m deep with S.F.R.Ccover and frame ( heavy duty, HD-20 grade designation ) 560mm internal diameter confirming to IS 12592, total weight of cover and frame to be not less than 182kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) including centering, shuttering, all complete. ( Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately.with common burnt clay F.P.S(non modular) brick of class designation 7.5 |
| 34 | Extra depth for circular type manhole 0.91m internal dia (at bottom ) beyond 0.91 m to 1.67m With common burnt clay F.P.S(non modular ) bricks of class designation 7.5 |
| 35 | Providing , laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the materials with water at OMC in 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 of8 to 10 tonne capacity to achieved desired density, complete as per specification and directions of EIC. |
| 36 | Providing and laying Dense Graded Bituminous Macadam using crushedstone 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 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-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.\" |
| 37 | 2.5cm premix carpet surfacing with3 cum of stone chippings 10mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with ISI :8887 , using 96 kg per cum of chippings, including consolidation with road roller etc. |
| 38 | Providing and applying tack coat using bitumen emulsion confirming toIS:8887, using emulsion pressure disputer including preparing the surface and cleaning with mechanical broom. With medium setting bitumen emulsion on Bituminous surface @ 0.25kg/sqm. |
| 39 | Providing and fixing on wall face unplasticized Rigid PVC rain water pipes confirming to IS:13592 Type A, including jointing with seal ring confirming to IS:5382, leaving 10mm gap for thermal expansion (i) Single socketed pipes - 110mm diameter as per direction of engineer in charge |
| 40 | Providing and laying 110mm PVC fittings like bend, elbow, Tee, Vent cowl, shoe etc. to connect the PVC pipe suitably and technically as per site requirement and as per direction of engineer in charge |
| 41 | Removing and refixing paver block as per direction of engineer in charge |
AI Tender Summary
Tender Timeline
Jul 01, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedJul 07, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 08, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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