Water Resources Department-WRD has published Construction Of Check Dam On Kabutaridah Nala. Submission Date for this Tender is 15-06-2020. Check Dam Tenders in Block Chhatarpur District Palamu Jharkhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 04-Jun-2020 | Special Conditions for F2 | Other | 15-06-2020 |
| Name of Work: BOQ for Construction of Check Dam on Kabutri Nala Village- Bisaipur G.Panchyat - Hulsum Block- Chhatarpur, Dist.-Palamu | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | E/W in excavation of foundation tranches 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 the same (beyond 50m away from the toe of dam in the country side) within initial of 150 M and initial lift of 1.5 M all lifts as per specification and direction of E/I. (SR. Item No. - 5.1.8) | BI01010001010000000000000515BI0100001121 | 1891.91 | PerM3 |
| 2 | 2 | E/W in soft rock - 20% of total Qty, (Sr. No. 5.1.10.2) | 472.98 | PerM3 | |
| 3 | 3 | Extra for wet earth - 5% of total qty. (Sr. No. 7.1.22) | 118.24 | PerM3 | |
| 4 | 4 | Hire charge of diesel operated 5 HP pump for b ailing out water from foundation trenches where necessary including cost of fuel, pay of operator with depreciation & major repair including profit (Pump supplied by the agency) (Page 48 Sl.No. 12) 300 Hrs | 200 | P/Hr | |
| 5 | 5 | Providing and layin PCC or RCCM - 150 eith nominal mix of (1:2:4) in -do- 20mm. Graded coares aggregare -do- complete job as per specification and direction of E/I. (Sr. Item No. 5.3.6) | 424.55 | PerM3 | |
| 6 | 6 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation -do- complete job as per specification and direction of E/I. (SR Item No. 5.4.8) | 232.57 | PerM3 | |
| 7 | 7 | Providing do-do- in cement mortar (1:4) in superstructure -do- complete job as per specification and direction of E/I. (SR Item No. 5.4.11) | 336.99 | PerM3 | |
| 8 | 8 | Providing and laying PCC or RCCM - 200 with nominal mix of (1:2:4) in various components of dam superstructure with -do- complete job as per specification and direction of E/I. (SR Item No. 5.3.10) | 37.07 | PerM3 | |
| 9 | 9 | Providing and laying PCC or RCCM - 200 with nominal mix of (1:1.5:3) in various components of dam superstructure with -do- complete job as per specification and direction of E/I. (SR Item No. 5.3.11) | 24.49 | PerM3 | |
| 10 | 10 | Providing TMT reinforcement (for steel) -do- complete job as per specification and direction of E/I. (SR Item NO. 5.3.15.i) | 2.96 | PerMT | |
| 11 | 11 | Providing shuttering including sttutting proping etc. and its removal after use in foundation as per specification and direction of E/I (SR Item No. 6.3.20) | 447.76 | PerM2 | |
| 12 | 12 | Providing 25mm thick cement plaster (1:4) with -do- complete job as per specification and direction of E/I (SR Item No. 5.5.5) | 303.4 | PerM3 | |
| 13 | 13 | Supplying ans laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all complete job as per specification and direction of E/I. (SR Item No. 5.6.4) | 84 | PerM3 | |
| 14 | 14 | Earth Work in filling foundation trenches or back filling of masonary structures with suitable earth in layers not excluding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m complete job as per specification and direction of E/I. (SR Item No. 6.1.16) | 753.79 | PerM3 | |
| 15 | 15 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I (SR. Item No. 6.7.6) | 61 | Each | |
| 16 | 16 | Supplying of NP3 300mm dia. Hume Pipe (M-216(i)) | 6 | Meter | |
| 17 | 17 | Labour for laying, fitting and fixing NP2 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 complete job as per specification and direction of E/I (SR Item No. 7.6.1.3) | 6 | Meter | |
| 18 | 18 | Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5 M including ,ramming the foundation trenches removing the roots or shrubs etc.all complete as per specification and direction of E/I. ( S.O.R 7.1.27) | 6.12 | PerM3 | |
| 19 | 19 | E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) vide type of soil item -C with disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I . (S.O.R 7.1.43.6) | 24.4 | PerM3 | |
| 20 | 20 | Drilling in all kinds of soil and rock in rural area with D.I.H. Rig all complete including suppluing all materials labour ,tools,drilling rigs,air compressor and equipment as well as fuel, lubricant for making 115 mm machine and other vehicle from garrage charge of rig upto the site of works as per specification and direction of E/I. | 60 | PerM3 | |
| 21 | 21 | Supplying all labour and equipment for lowering 125 mm dia UPVC pipes as casing for protecting the sides from falling during the process of drilling all complete including carriage to worksite as per specification and direction of E/I. | 32 | Meter | |
| 22 | 22 | Cost of 125mm dia (140mm O.D.) B/W UPVC casing pipe with as per IS(12318/1992). | 32 | Meter | |
| 23 | 23 | Providing and laying P.C.C or R.C.C M-200 with nominal mix of (1:1.5:3) -do-complete job as per specification and direction of E/I. (S.O.R-7.3.5) | 7.2 | PerM3 | |
| 24 | 24 | Providing compacted 75 mm thick sand filter of required F.M. as per design on side slopes and in bed of canal with coarse sand ,including cost of water,ramming,levelling and dressing etc. all complete as per specification and direction of E/I. \n(S.O.R-7.2.1.A) | 7.04 | PerM2 | |
| 25 | 25 | Providing filter of stone chips 20mm and down well graded as per design for lined canal,drains including hand picking etc. as per specification and direction of E/I. (S.O.R- 7.2.2) | 0.52 | PerM3 | |
| 26 | 26 | Providing and placing stone metal graded filter of size 20mm to 45 mm in slopes and bed -do- as per specification and direction of E/I. \n(S.O.R 7.2.7) | 1.04 | PerM3 | |
| 27 | 27 | Providing TMT bar reinforcement (tor steel)- do-as per specification and direction of E/I. \n(S.O.R-7.3.22ai) | 0.63 | Per MT | |
| 28 | 28 | 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 \n(S.R. No.-5.1.1) | 19.44 | PerM3 | |
| 29 | 29 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).\n(S.O.R. No.-5.1.7) | 12.32 | PerM3 | |
| 30 | 30 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and 1.5M lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement compacted volume).\n(S.R. No.-5.1.10) | 4.9 | PerM3 | |
| 31 | 31 | Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. \n(S.R.No. 5.6.1) | 43.86 | PerM3 | |
| 32 | 32 | Providing P.C.C. M-100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade III (50 mm to 25 mm size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.\n(S.O.R. No.-5.3.3) | 3.24 | PerM3 | |
| 33 | 33 | Providing designation 75 A brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.\n(S.R. No.-5.2.3) | 10.8 | PerM3 | |
| 34 | 34 | Providing designation 75 A brick work in C.M. (1:6) in superstructure and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.\n(S.R. No.-5.2.11) | 12.56 | PerM3 | |
| 35 | 35 | Providing 25mm thick dam proof coarse with cement concrete m-150 with nominal mix of 1:2:4 with approved quality of stone chips of 20mm to 6mm size graded and clean coarse sand of FM 2.5-3 incl. screening shuttering & mixing cement concrete in mixture with 5% CICO powder and placing in position, curing, taxes all complete as per specification and direction of E/I. (SOR No. 5.3.16) | 10.8 | PerM2 | |
| 36 | 36 | Providing R.C.C. M-150 with nominal mix of (1:2:4) in lintel with approved quality of stone chips 20mm size graded and clean coarse sand of F.M. 2.5 to 3including screening centering shuttering , mixing cement concrete in mixed and placing in position , vibrating, striking, curing (but excluding the cost of reinforcement taxes and royalty all complete as per building specification and direction of E/I. (SOR No. 5.3.8) | 1.06 | PerM3 | |
| 37 | 37 | Providing av. 63mm thick RCC GR-M-150 with nominal mix of 1:2:4 and chajja with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including making drip course in concrete, sereening, centering, shuttering, and mixing cement concrete in mixer and placing in position, vibrating, striking, 6mm. cement plaster 91:40 in ceiling and sides of chajja with sand of F.M. 1.5, curing (but excluding the cost of reinforcement ) taxes, and royalty all complete as per building specification and direction of E/I. (SOR No. 5.3.15) | 3.28 | PerM2 | |
| 38 | 38 | 4. Providing 35mm, thick precast R.C.C.M -150 with nominal mix of (1:2:4) shelves with approved quality of stone chips 12mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 with 1.5mm cement punning at top and side and 6mm. Cement plaster (1:4) at bottom including screening, curing. and placing the slab in position (but excluding the cost of reinforcement) taxes and royalty all complete, as per building specification and direction of E/I. (SOR No. 5.3.17) | 2.8 | PerM2 | |
| 39 | 39 | Providing R.C.C. M-150 with nominal mix of (1:2:4) in roof slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l.\n(S.O.R. No.-5.3.9) | 3.46 | PerM3 | |
| 40 | 40 | Providing Tor steel reinforcement of 10mm to 16mm dia bars as per approved design drawing, removal of rust cutting, bending, binding, including supplying annealed wire, placing M.S. rods in position all complete as per specification and direction of E/I. \n(SR No.-5.5.5) | 0.436 | PerMT | |
| 41 | 41 | Supplying fitting and fixing MS grill made of 20x 6 mm M.S. flat as per approved design and drawaing properly fabricated with joints continuous fillet welded and finished smooth carrage of grill to work site, shoisting as per building psecification and direction of E/I. (SR. No. 5.5.12) | 66.84 | PerKG | |
| 42 | 42 | Supplying, fitting and fixing 20 guage G.C.I. sheet gate fitted on M.S. angle frame of size 60 x 60 x 6 mm including cost of fabrication, providing necessary locking arrangement with haskal and dommy duly fixed in P.C.C. (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.\n(S.O.R. 5.5.29) | 8.32 | PerM2 | |
| 43 | 43 | Providing 25mm thick firs class patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 199mm thick (1:2:4) with 12mm to 6mm down stone cope 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 No. 5.6.7) | 22.24 | PerM2 | |
| 44 | 44 | Providing 12mm. cement plaster (1:3) with clean coarse sand of F.M. 1.5 with Floating coat of neat cement in skirting including rounding of junctions with floor, curing, taxes and royalty all complete as per building specification and direction of E/I. (SOR No. 5.6.10) | 6.02 | PerM2 | |
| 45 | 45 | Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M 1.5 including screening curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I.\n(SR. No. 5.7.6) | 22.24 | PerM2 | |
| 46 | 46 | Providing 12 mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I.\n(SR. No. 5.7.3) | 175.4 | PerM2 | |
| 47 | 47 | White washing three coats over new surface thoroughly and removing the scales of smoke and mosh marks with Jhama rubbing, scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I. (SOR No. 5.8.3) | 67.32 | PerM2 | |
| 48 | 48 | Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I \n(Sr item No. 5.8.24) | 99.8 | PerM2 | |
| 49 | 49 | Providing two coats of painting with ready mix paint of approved shade and made over steel surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. \n(SR item No. 5.8.43) | 20.8 | PerM2 | |
| 50 | 50 | 5 H.P. Diesel Engine Portable 2600 RPM with accessories (Kirloskar) | 2 | Each | |
| 51 | 51 | 75MM Dia H.D.E.P Pipe Copler Clamp with Lashes Pressure 2.5 Kg/Cum/Coil(vide S.O.R.M 114) | 1200 | Meter | |
| 52 | 52 | 75 MM Dia H.D.E.P.C.N With Reducer | 2 | Each | |
| 53 | 53 | Commissioning charge of complete work at site | 2 | Each | |
| 54 | 54 | Carriage of material by mechanical transport including unloading and stacking etc all complete as per specification and direction of E/I. | 1 | Per Day | |
| 55 | 55 | Supplying & Fixing of G.M. ferrule of approved make in existing C.I. main including drilling and taping C.I. main all complete as per specification and direction of E/I.\n(DWSOR No. 3.1.4.1) | 164 | Each | |
| 56 | 56 | Carriage of material:- \nCement - Lead 15 Km (P) + 5 Km (K) | 271.76 | Per MT | |
| 57 | 57 | Sand - Lead 14 Km P +3 Km (K) | 496.128 | PerM3 | |
| 58 | 58 | Stone Chips - Lead 17 Km (P) + 3 Km (K) | 485.504 | PerM3 | |
| 59 | 59 | Boulder - Lead 17 Km (P) +3 Km (K) | 654.6 | PerM3 | |
| 60 | 60 | Steel - Lead 15 Km (P) + 5 Km (K) | 4.09 | Per MT | |
| 61 | 61 | NP3 300 mm dia. - 16 Km (P) +3 Km (K) | 6 | Per Meter | |
| 62 | 62 | Stone Metal 17Km(P)+3Km(K) | 1.04 | PerM3 | |
| 63 | 63 | Brick-Lead 4 Km (K)+12 Km(P)+3 Km(K) | 10.91 | Per 1000 nos | |
| 64 | 64 | Goods and Services Tax @12% | BI01010001010000000000000515BI0100001251 | 1 | job |
| 65 | 65 | Labour cess@1% | BI01010001010000000000000515BI0100001252 | 1 | job |
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