Water Resources Department-WRD has published Tender For Renovation And Beautification Of Purana Bandh (Kali Bhasha) At Bara Jamua Block- Govindpur Dist- Dhanbad. Submission Date for this Tender is 04-01-2024. Civil Work Tenders in govindpur Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Jungle clearance in Borrow area, building premises flanks and slopes on the roads, canals and embankement by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I(Vide Item No. 5.1.3.1 Part - B/Part - A 2.02 (by manual means), |
| 2 | Earth work in excavation in canals bythe hydraulic excavator as per designed section in all kinds of soil, mixed with kankar, pebbles andboulders upto 300 mm size and disposal of spoil upto 10m with all lifts all complete as perSpecification and direction of E/I (Vide Item No. 7.1.43.1 Part - B ) |
| 3 | Earth work in excavation in canals bythe hydraulic excavator as per designed section in all kinds of soil, mixed with kankar, pebbles andboulders upto 300 mm size and disposal of spoil upto 500m with all lifts by tipper including costruction and maintenance of haul road all complete as perSpecification and direction of E/I (Vide Item No. 7.1.43.2 Part - B ) |
| 4 | Hire Charges of 10 HP disel Operated pump for bailing out water from foundation trenches where necessary including cost of fuel , pay of operator with depriciation and major repair including profit (pump supplied by agency)- all completeas per direction of E/I{ SORItem code PM-29 pg 82 part A} |
| 5 | Earth work in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kinds of soil including moorum soil, soil mixed with kankar , pebbles and boulders upto 300mm size and disposal of same (beyond 50 M away from the edge of the trenches) within initial lead of 150m and initial lift of 1.5mall liftsas per specification and direction of E/I. (Vide Item No. 5.1.14.1 WRD ) |
| 6 | Providing Coarse clean local sand in filling in foundation trenches including ramming, watering, royalty, and all other taxescomplete jobas per specification and direction of E/I. (Vide Item no. 7.1.37 Part - B ) |
| 7 | Providing designation 75 B One Brick flat soling joints filled with local sandincluding cost of watering royalty and all taxes etc.all completeas per building specification and direction of E/I. (Vide Item no. 5.6.3, BCD ) |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level : 1:2:4 ( 1cement : 2 coarse sand (zone-iii) :4 graded stone aggregate 20mm nominal size ) (Vide Item no. BCD 5.3.1.2) |
| 9 | Providing rough dressed random rubble Stone Masonary in Cement Mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0 ) washed and screened with raking out joints ,curring, scaffolding and its removal wherever required including royalty and all taxes etc. complete jobas per specification and direction of E/I. (Vide Item No.5.4.8 PartB refer ch-4sl no. 4.28part A) |
| 10 | Providing rough dressed random rubble Stone Masonary in Cement Mortar (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0 ) washed and screened with raking out joints, curring, scaffolding and its removal wherever required including royalty and all taxes etc. complete jobas per specification and direction of E/I. (Vide Item No. 5.4.11PartB Refer ch-4 sl no. 4.31 Part A ) |
| 11 | Providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I (6.7.6)(sl no.6.9 pg209) |
| 12 | Providing 25 MM thick Cement Plaster (1:4)with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing , scaffolding ,wherever required and its removal, royalty and all taxes etc. complete jobas per specification and direction of E/I. (Vide Item No. 5.5.5 PartB refer ch-3sl no. 3.12 Part A ) |
| 13 | Providing 12 MM thick Cement Plaster (1:4) with clean coarse sand of requisit F.M. 1.5 washed including screening, curring with all lead and lifts of water scafoldingroyalty and all taxes etc. complete as per building specification and direction of E/I(Vide Item no. 5.7.2 BCD ) |
| 14 | Providing 12 MM thick Cement Plaster (1:6) with clean coarse sand of requisit F.M. 1.5 washed including screening, curring with all lead and lifts of water scafoldingroyalty and all taxes etc. complete as per building specification and direction of E/I(Vide Item no. 5.7.3 BCD ) |
| 15 | Providing 1.5 MMCement Punning including curing ,carriage of water with all leads and lifts as per building specification and direction of E/I.(Vide Item No. 5.7.11 BCD ) |
| 16 | Supplying of 250 MM dia NP-2 R.C.C., Hume Pipe with collar as perI.S.S. 458 - 1971Vide Item Code : M - 300 - iV, sl no.13 Pg. No. 83, Part - B |
| 17 | Labour for laying, fitting and fixing250 MM dia NP 2 RCC hume pipe with collars in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all completeas per specification and direction of E/I. (Vide Item no. 7.6.1.2 PartB ) |
| 18 | Earth Work in filling in foundation trenches or back filling of masonary structure with suitable earth inlayers not exceeding 150 mm thick well watered, ramed and fully compacted and finally dressed with earth obtained from excavation of foundation tranches and kept at a lead of 30 M and initial lift of 1.5 M complete as per specification and direction of E/I (Vide Item no. 6.1.16 WRD ) |
| 19 | Labourforsideclearance and lay-out (vide sl no.01 pg 91 WRD) |
| 20 | Earthwork in excavation in foundation trenches in ordinary soil ( vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/ I. (Vide Item no.5.1.1 ) |
| 21 | Extra for earthwork in hard soil as per specification and direction of E/I (Vide Item no. 5.1.2 BCD ) |
| 22 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :1:3:6 ( 1cement : 3 coarse sand (zone-iii) :6 graded stone aggregate 20mm nominal size ) (Vide Item no. BCD 5.3.1.4) |
| 23 | Brickwork in designation 75B brick in C.M. (1:6) in foundation with approved quality ofcoarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints to 12mm depth, curing, scaffolding and its removal wherever required ,royalty & taxes etc. complete job as perspecification & direction of E/I.(SOR BCD item no. 5.2.6 ) |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)(5.3.1.1 BCD) |
| 25 | Providing two coat snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scafolding, curing and taxes all complete as per building specification and direction of E/I. (5.8.24) |
| 26 | Providing and layingcement concrete in retaining walls , return walls, walls (any thickness) including attached pilasters, coloumns, piers,abutments, pillars,posts, struts, buttressess, string or lacing courses , parapets ,coping , bed blocks , anchor blocks, plain window sills , fillets , sunken floor etc , upto floor five level excluding the cost of centering , shuttering and finishing : : 1:1.5 :3 ( 1cement : 1.5 coarse sand (zone-iii) :3 graded stone aggregate 20mm nominal size ) (Vide Item no. BCD 5.3.2.1) |
| 27 | Providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.(a) 10mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)( 5.5.5(a)) |
| 28 | (b) 8mm dia(only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)( 5.5.4) |
| 29 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- III Material ( 4.01B(iii)R.C.D |
| 30 | cast in situ cement concrete M20kerb (construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250mm high in M 20 grade pcc on M-15 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone ,kerb stone laid with kerb laying machine , foundation concrete laid manually all complete as per clause 409 pcc M20 for kerb cast in situ RCD 8.01(ii) |
| 31 | Providing and layingfactory made chamfered edgecement concrete interlocking paver block 60 mm thickof M -30 grade in footpath, parks, lawns,drive ways or light traffic parking etc made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mmthick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.(DSR 16.68) |
| 32 | ProvidingAngle iron post 75x75x6 mm as per I.S 226of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.for fixing G.I. chain link fabric fencing of required width in mesh size50x50 mm and direction of E/I.(M-195(b)(iii)) |
| 33 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washersas required complete as per the direction of Engineer-in-charge.Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade(DSR 16.70.2) |
| 34 | Supplying, fitting and fixing m.s grill gate with M.S grills made of 20x6 mm M.S flats or 16 mm M.S square bars fitted on 25 x 25 x 6mm angle frame including cost of fabrication,providing necessary locking arrangement with haskal and domny duly fixed in pcc (1:2:4)blocks of required size ,applying a priming red lead paint over steel work ,taxes all complete as per drawing specification and direction of E/I.(Sor item 5.5.30 BCD) |
| 35 | Providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing,polishing and cost of curing taxes and royalty all complete as per building specification and direction of E/I.(with commercial grade white tiles) (Sor item 5.6.23.2 BCD) |
| 36 | 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 ( 1cement : 4 coarse sand (zone-iii) :8 graded stone aggregate 20mm nominal size ) (Vide Item no. BCD 5.3.1.6) |
| 37 | Providing 50mm thick cement concrete flooring (1:2:4) with 20mm to 6mm size graded stone chips finished with flooring coat of neat cement in panels including cost of curing , finishing the surface smooth by rubbing with carborandum stone , taxes and royalty with all complete as per building specification and direction of E/I.(SOR BCD item no. 5.6.9 ) |
| 38 | Carriage of materials(a)Cement + SteelLead05 Km |
| 39 | (b) SandLead of 25 Km |
| 40 | (c)Stone ChipsLead of 20 Km |
| 41 | (d)Stone MetalLead of 20 Km |
| 42 | (e)Stone BoulderLead of 20 Km |
| 43 | (f) Bricks Lead of 05 km |
| 44 | (f) 250mm dia NP2 pipe Lead of 40 km |
| 45 | Goods & Services Tax (G.S.T.) @ 18% |
| 46 | Labour Cess @ 1% |
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