Water Resources Department-WRD has published Construction Of Residual Work Of H/R , Intake Sump House , Pump House , Rising Pipe Line , Operator Quarter , Approach Road And Retaining Wall For Ol-38 ( Pump Irrigation ) At Km . 85 . 47 Of Clmc . . Submission Date for this Tender is 04-11-2019. Road Work Tenders in Ghatsila East Singhbhum Jharkhand. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of residual work of H/R, Intake sump house, Pump House, Rising Pipe Line, Operator Quarter, Approach road and retaining wall for OL-38 (Pump Irrigation) at Km. 85.47 of CLMC. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 1.5M including levelling, ramming the foundation trenches removing the roots of shrubs etc. all complete as per specification and direction of E/I.7.1.27) | 804.57 | M³ | |
| 2 | 2 | Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I (7.1.37) | 1864.23 | M³ | |
| 3 | 3 | Providing and laying P.C.C or R.C.C.M-100 with nominal mix of (1:3:6) in foundation of various components of canal or embankment structures with approved quality of 40mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting bending, binding and placing complete job as per specification and direction of E/I. (7.3.3) | 50.65 | M³ | |
| 4 | 4 | Providing and laying P.C.C. or R.C.C. M 150 with nominal mix of (1:2:4) in Foundation of various components of canal or embankment structure with approved quality of 20mm, graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc., excluding cost of form work as well reinforcement its cutting, bending and placing complete job as per specification and direction of E/I.(7.3.9) | 596.13 | M³ | |
| 5 | 5 | Providing and laying P.C.C or R.C.C M-200 with nominal mix of [1:11/2:3] in foundation of various components of canal or embankment structure with approved quality of 20mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc., excluding cost of form work as well reinforcement its cutting, bending and placing complete job as per specification and direction of E/I. (7.3.5) | 229.3 | M³ | |
| 6 | 6 | Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and 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 royality all complete as per building Specification and direcion of E/I. (5.3.2) BCD | |||
| 7 | 6.01 | Thrust block No. L W D | |||
| 8 | 6.02 | 1000MM dia pipe 4 2 2 3 | 36 | M³ | |
| 9 | 6.03 | 500mm dia pipe 6 1.40 1.40 3.0 | 11.76 | M³ | |
| 10 | 7 | Providing TMT bar reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S. rods in position all complete job as per specification and direction of E/I. (Only valid for SAIL and TATA Steel) (7.3.22) | |||
| 11 | 7.01 | (a) 8 mm dia | 3.36 | MT | |
| 12 | 7.02 | (b)10mm Dia | 20.71 | MT | |
| 13 | 7.03 | (c)12 MM Dia | 7.39 | MT | |
| 14 | 7.04 | (d)16 MM Dia | 5.24 | MT | |
| 15 | 7.05 | (e )20 MM Dia | 20.12 | MT | |
| 16 | 8 | Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. (7.3.18) | 1162.82 | M² | |
| 17 | 9 | Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per I.S 1838-1983 in expansion or construction joints, all complete job as per specification and direction of E/I. (7.8.3) | 1.68 | M² | |
| 18 | 10 | Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150mm thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job as per specification and direction of E/I. (7.1.31) | 378.59 | M³ | |
| 19 | 11 | Providing and laying P.C.C or R.C.C M-150 with nominal mix of [1:2:4] in foundation of various components of canal or embankment structure with approved quality of 40mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc., excluding cost of form work as well reinforcement its cutting, bending and placing complete job as per specification and direction of E/I. (7.3.4) | 16.95 | M³ | |
| 20 | 12 | Providing and laying P.C.C. or R.C.C. M 200 with nominal mix of (1:1/2:3) in superstructure of various components of canal or embankment structure with approved quality of 20mm, graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc., excluding cost of form work as well reinforcement its cutting, bending and placing complete job as per specification and direction of E/I. (7.3.10) | 266.08 | M³ | |
| 21 | 13 | Providing 12mm thick water proof cement plaster (1:3) with approved quality of sand of requisite FM 2.5 to 3.0 washed and screened and standard waterproofing compund including curing scafolding where ever required and its removal , roayalty etc complete job as per specification and direction of E/I.(7.5.7) | 144 | M² | |
| 22 | 14 | Providing 1.5mm thick cement punning inclunding curing etc. Complete job as pr specification and direction of E/I. (7.5.10) | 144 | M² | |
| 23 | 15 | Supplying fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I. (7.8.2) | 38 | M | |
| 24 | 16 | Providing centering including strutting and proping etc and removal after use in deck slab as per specification and direction of E/I. (7.3.20) | 615.77 | M² | |
| 25 | 17 | Brick work in designation 75A brick with cement mortar (1:4) in super structure with approved quality of coarse 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 including royalty and all taxes etc. complete job as per specification and direction of E/I. (7.4.6) | 91.92 | M³ | |
| 26 | 18 | Supplying, fitting and fixing fully glazed steel door, window or ventilations of standard rolled 'Z' and mullion steel sections and size as per IS- 1038 joints met and welded with 100x16x3mm M.S. lugs fixed in cement concrete (1:2:4) blocks 15x10x10cm, size including cost of oxidised iron fittings, with hinges, handle per steps, catch springs, 3mm thick plain glase panes with Aluminimum beads and inner frame fixed with lugs with 20mm long 6.3mm G.I counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storys and taxes all complete as per building specification and direction of E/I. (5.5.18) | 20.52 | M² | |
| 27 | 19 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurement Area shll be multiplied by the co-efficient as indicated in building specification). (5.8.41) | 75.32 | M² | |
| 28 | 20 | Providing two coats of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/I. (5.8.43) | 75.32 | M² | |
| 29 | 21 | Supplying, fitting and fixing M.S. grill made of 20x60mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. (where materials is not supplied by the deptt.) (5.5.12) | 796 | KG | |
| 30 | 22 | Providing and fixing fan hook of 16mm dia M.S bar 1 metre long bent to required size and shape, placed in position and fixed in R.C.C slab/beam at the time of casting all complete as per building specification and direction of E/I. (where material is not supplied by deptt.) (5.5.13) BCD | 12 | Each | |
| 31 | 23 | Supplying, fitting and fixing callapsible gate of approved size and make properly fabricated with vertical double channels 20x10x2mm. At 100mm Centres and braced with M.S. flat diagonals 20x3mm with top and bottom rails of T. iron 40x40x6mm with 38mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles, including applying a priming coat of red lead paint, car riage, hoisting and taxes all complete as per building specification and direction of E/I. (5.5.14) BCD | 3 | M² | |
| 32 | 24 | Providing 12mm thick cement plaster (1:4) with approved quality sand of requisite F.M (2.5 to 3.0) washed and screened and its removal, royalty and all taxes etc. complete job as per specification and direction of E/I. (7.5.2) | 902.57 | M² | |
| 33 | 25 | Providing 6mm. 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. (5.7.6) BCD | 223.69 | M² | |
| 34 | 26 | Providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over new surface inluding preparing the plastered surface by rubbing wmooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification and direction of E/I. (5.8.18) BCD | 594.76 | M² | |
| 35 | 27 | 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. (5.8.24) BCD | 950.87 | M² | |
| 36 | 28 | Supplying single girder Hand operated circular rectangular travelling crane with 6.0 m lift complete with chain pully block ISI marked and travelling trolling both tested for 50% overload including travell /circular travell and cross travell with wheel hand chain etc complete. 5 tone capacity above 5m upto 6.0m span (121 (B) II -LF3-2-2) | 1 | each | |
| 37 | 29 | (D) Supply and erection of water rising main pipe line to VAT- I and VAT- II Providing and supplying isi mark D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/revision with amendments for Rubber Gaskets.\n(IS:8329-2000 Latest Version) (DWSD M-107 ) | |||
| 38 | 29.01 | (a) 1000mm dia K-9 pipe. | 2345 | M | |
| 39 | 29.02 | (b)500 mm dia K-9 pipe | 2340 | M | |
| 40 | 30 | Providing and supplying ISIstandard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and by GOI & GOM in all respect etc. complete as per IS-9523 (M-108(B) DWSD) | |||
| 41 | 30.01 | (a) .500 mm dia K-9 pipe | 6000 | KG | |
| 42 | 30.02 | (b)1000mm dia K-9 pipe | 12000 | KG | |
| 43 | 31 | Earthwork in excavation (As per I.S. 3114/1965 for laying of different types and sizes of pipes as per desing section in hard soil( vide classification of soil item-B) so as to give one metre average cover over the socket of pipe all comlete with disposal of excavated earth within initial lead and lift and as per specification and direction of Engineer-in-Charge. (3.1.1.1) DWSD | 14395.7 | M³ | |
| 44 | 32 | Earthwork in excavation of foundation trenches of toe wall, spillway head regulator, intake well, outlet etc as per designed section in all kinds of soil including morrum soil, soil mixed with kankar, pebbles and boulder upto 300mm size & disposal of the same in country side with truck beyond initial lead of 150m but upto 1 Km with all lifts including loading, unloading construction & maintanence of haul road etc. as per specification & direction of E/I (5.1.14.2) | 4071.18 | M³ | |
| 45 | 33 | Supplying labours , tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S. -5382- 1969) and making gasket joints , including providing night guard , barrier and red light to safe guard against , all complete (Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per I.S.S. 3114-1985) as per design , specification and direction of E/I.(WITHOUT GASKET) (3.1.32) DWSD | |||
| 46 | 33.01 | (a) 1000mm dia per m. | 2345 | M | |
| 47 | 33.02 | (b)500 mm dia pipe | 2340 | M | |
| 48 | 34 | Supplying, fixing and fitting the following CI valves confirming to relevant I.S. standard specification including all jointing materials confirming to the relevant B.I.S.specification latest amendment with ISO accreditation and standard specifications. (MJP SECTION -I:PIPE APPURTENANCES -SR NO. 1.D.XI & XVII) | |||
| 49 | 34.01 | A) sluice valve (PN-1.6). (DWSD120 C+3.1.35 M) 1000mm dia | 3 | each | |
| 50 | 34.02 | B) 500mm dia (DWSD 120 C+3.1.35 K) | 5 | each | |
| 51 | 34.03 | C) Scoure valve(PN-1.6) 1000mm dia | 2 | each | |
| 52 | 34.04 | 500mm dia | 3 | each | |
| 53 | 35 | Air valve-Double flange Type | |||
| 54 | 35.01 | 200mmdia PN-1.6 for 1000mm dia +LABOUR 7 B III | 4 | each | |
| 55 | 35.02 | 100 mm dia P.N.-1.6 for 500mm dia + LABOUR 7 B III | 4 | each | |
| 56 | 36 | Supplying , Providing and erecting double flanged swing type non - return valve as per IS 5312 (Part-1) PN-1.6 having seating materials of S.S. to AISI - 410 and all cast component of CI to IS : 210 FG - 200 (MJP SECTION -I:XII -SR NO. 1.D.XIII & XIX + 4 XII & XIX) | |||
| 57 | 36.01 | C) Reflux Valve (PN-1.6) 1(C) xix+4(xix) 1000mm dia | 2 | each | |
| 58 | 36.02 | C] Reflux Valve (PN-1.6) 500mm dia (DWSD + LABOUR FITTING MJP | 2 | each | |
| 59 | 37 | Earthwork in back filling the trenches after laying different types and size of pipes with earh removed during excavation within initial lead and lift as per specification and direction of Engineer in-charge. (3.1.1.2) | 14395.7 | M³ | |
| 60 | 38 | Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor. (DWSD 3.1.46)\n | |||
| 61 | 38.01 | (a) 500mm dia pipe | 5156 | M | |
| 62 | 38.02 | (b) 1000mmdia | 3725 | M | |
| 63 | 39 | A - Suction Pipe | |||
| 64 | 39.01 | (i) Supply 250 mm dia C.I. pipe for coloum & Delivery Pipe as per Standard Specification --- 8 Nosx 8M VIDE MJP ITEM NO 5(VI) | 64 | M | |
| 65 | 39.02 | (ii)Supply of 250mm C.I. flamged joint & Labour rate for fitting & fixing C.I.for 250mm C.I. pipe of 250mm dia with C.I. flamged joint. Vide Maharastra SOR item NO. 8(vi). | 40 | each | |
| 66 | 39.03 | (iii) Supply 250mm dia Foot Value having single leather flap and gun metal seating. L.S | 8 | each | |
| 67 | 39.04 | (iv) Supplying double flange Sluice Valve 250mm dia P N-1.6 (without byepass arrangement). Vide Maharastra SOR item No.- 2 -C (vii) | 8 | each | |
| 68 | 39.05 | (v) Labour for fitting Sluice Valve 250 mm dia. Vide (3.1.35, DWSD) | 8 | each | |
| 69 | 40 | B - Pumps | |||
| 70 | 40.01 | For Vat No.-I | |||
| 71 | 40.02 | Capacity of Pump Required 900HP | |||
| 72 | 40.03 | Provide335 H.P- 2 No+215 H.P. 1 No Run at a time | |||
| 73 | 40.04 | 335 H.P. Pump Set | 4 | each | |
| 74 | 40.05 | 215 H.P. Pump Set | 1 | each | |
| 75 | 41 | For Vat No.-II | |||
| 76 | 41.01 | Capacity of Pump 500HP | |||
| 77 | 41.02 | Provide335 H.P-1 No+215 H.P. 1 No Run at a time | |||
| 78 | 41.03 | 335 H.P. Pump Set | 2 | each | |
| 79 | 41.04 | 215 H.P. Pump Set | 1 | each | |
| 80 | 42 | Brick work in designation 75A brick with cement mortar (1:6) in foundation with approved quality of coarse 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 including royalty and all taxes etc. complete job as per specification and direction of E/I. (7.4.4) | 3.73 | M³ | |
| 81 | 43 | Brick work in designation 75A brick with cement mortar (1:6) in super structure with approved quality of coarse 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 including royalty and all taxes etc. complete job as per specification and direction of E/I. (7.4.8) | 25.74 | M³ | |
| 82 | 44 | Providing 12mm thick cement plaster (1:4) with approved quality sand of requisite F.M. (2.5 to 3.0) washed and screened and its removal, royalty and all taxes etc. complete job as per specification and direction of E/I. (7.5.3) | 200.97 | M² | |
| 83 | 45 | Supplying, fitting and fixing 20guage G.C.I sheet gate fitted on M.S. Angle frame of size 60x60x60mm, including cost of fabrication, providing necessary locking arrangement with haskal and domny 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. (5.5.29) BCD | 11.34 | M² | |
| 84 | 46 | Jungle clearence in borrow area, building premises, flanks and slopes of the road, canal and embankment by removing the grass and jungle bushes from the top including weding out shurbs including roots and levelling etc. complete as per direction of E/I. \n (7.1.2) | 400 | M² | |
| 85 | 47 | Extra for earth work in hard soil (vide classification of soil item - B) all complete as per specification and direction of E/I. (7.1.10) | 498 | M³ | |
| 86 | 48 | Earth work in back filling structures inn layers not exceeding 150mm thick with previous or suitable earth obtained suitable soil from borrow pits free logs , roots , or any other ingredients by manual excavation and carriage by truck with all lifts including by manual excavation and carriage by truck with all lifts including watrering , ramming , fully compacted and finely dreesed , complete job as per specification and direction of E/I. (7.1.35) | |||
| 87 | 48.01 | Beyond 150M but up to 1/2 Km. | 199.2 | M³ | |
| 88 | 49 | Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density , including sprinking the required quantity of water , making arrangment for supply and carriage of water with all leads and lifts , finishing the surface as per plan and drawing , including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction of E/I.ode of measurment sectional measurment of compacted earth) (7.1.39) | 3996.92 | M³ | |
| 89 | 50 | Providing shuttering including stutting proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I. (7.3.19)\n | 960 | M² | |
| 90 | 51 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 10 m with all lifts all complete as per specification and direction of E/I. (7.1.43.1) | 1244.4 | M³ | |
| 91 | 52 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 150 M but upto 500 M. (7.1.26.1) | 3996.92 | M³ | |
| 92 | 53 | Labour for initial rolling within the bank width and compacting the ground before forming the embankment with power road roller at O.M.C., to achieve minimum 95% of maximum dry density including sprinkling the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface with proper camber, grade, superelevation including hire charges of compaction machine and other tools and plants etc. all complete as per specification and direction E/I. (5.1.26) | 2928 | M² | |
| 93 | 54 | Providing granular sub base in one or more layers over the prepared sub grade compacted by road roller so as to achieve95 to 100% of maximum dry density at O.M.C.including uniformly mixing the required quantity of water including cost of supply and carriage of water with all leads and lifts finishing the surface to proper grade as per specification and direction of E/I. (PMGSY) | 366 | M³ | |
| 94 | 55 | Providing ,laying , spreding and compacting stone aggregates (Grade - i) of specific size to water bound macadam specification including in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratory roller 8-10 tonnes in stages to proper grade and camber ,applying and brooming requisite type of scrushable type screening/ binding Material to fill up to the interstices of coars aggregate , watering and compacting to the requireed density (4.9Ai) S,R.of R.C.D. Page-210 | 439.2 | M³ | |
| 95 | 56 | Providing ,laying , spreding and compacting stone aggregates (Grade - ii) of specific size to water bound macadam specification including in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratory roller 8-10 tonnes in stages to proper grade and camber ,applying and brooming requisite type of scrushable type screening/ binding Material to fill up to the interstices of coars aggregate , watering and compacting to the requireed density (4.9Aii) S,R.of R.C.D. Page-211 | 292.8 | M³ | |
| 96 | 57 | Providing ,laying , spreding and compacting stone aggregates (Grade -iii) of specific size to water bound macadam specification including in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratory roller 8-10 tonnes in stages to proper grade and camber ,applying and brooming requisite type of scrushable type screening/ binding Material to fill up to the interstices of coars aggregate , watering and compacting to the requireed density (4.9Aiii) S,R.of R.C.D. Page-212 | 219.6 | M³ | |
| 97 | 58 | Carriage of Maerials | |||
| 98 | 58.01 | (i)cement from JSR-67Km(64P+3K) | 476.99 | MT | |
| 99 | 58.02 | (ii) Steel from JSR - 67Km (64P + 3K) | 56.81 | MT | |
| 100 | 58.03 | (iii) Sand from Subarnarekha 24Km (1K + 20P + 3K) | 2473.22 | M³ | |
| 101 | 58.04 | (iv) Stone chips from Hata 68Km (3K + 62P + 3K) | 1044.66 | M³ | |
| 102 | 58.05 | (v) Stone Metal from Hata 68Km (3K + 62P + 3K) | 1191.18 | M³ | |
| 103 | 58.06 | (vi) Bricks lead 8Km (5P + 3K) | 49.28 | Per 1000 | |
| 104 | 58.07 | (vii)D.I PIPE 1000 MM 250 K.M FROM DURGAPUR OR KOLKATA | 2345 | M | |
| 105 | 58.08 | (viii) D.I PIPE 500 MM 250 K.M FROM DURGAPUR OR KOLKATA | 2340 | M | |
| 106 | 58.09 | (ix) Moorum 3Km K | 746.65 | M³ | |
| 107 | 59 | Add GST @12% | 1 | 12% of Quoted rate | |
| 108 | 60 | Add Labour Cess @1% | 1 | 1% of Quoted rate |
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