Newly Water Supply Scheme At Phata Tq. Basmath Dist. Hingoli Under Jal Jeevan Mission ( Jjm )
Tender Value
41.45 Lakhs
Estimated cost
Bid Submission
08 Oct 2022
0 days left
EMD
41459
Bank guarantee accepted
Document Fee
3360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
basmath → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Newly Water Supply Scheme At Phata Tq. Basmath Dist. Hingoli Under Jal Jeevan Mission ( Jjm )
BOQ
| Sl. No. | Item Description |
| 1 | Percolation Well-Excavation in general in soft material comprising murum with bounders in wet or dry condition for head work I.e. intake well connecting pipe, jack, Pump House Supply well etc. complete. (On Nalla) MJP CSR AS PER 2021-22 I. No.10bP. No.35Lift 0.00 to 1.50 m |
| 2 | Lift 1.50 to 3.00 m |
| 3 | Lift 3.00 to 4.50 m |
| 4 | Lift 4.50 to 6.00 m |
| 5 | Lift 6.00 to 7.50 m |
| 6 | Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting murum with bounders in wet or dry condition for head work i.e. intake well connecting pipe, jack, Pump House Supply well etc. complete. (for head works on River & Dam Submergnece)MJP CSR AS PER 2021-22 I. No.11bP. No.36 Lift 7.50 to 9.00 m |
| 7 | Lift 9.00 to 10.50 m |
| 8 | Lift 10.50 to 12.00 m |
| 9 | Lift 12.00 to 13.50 m |
| 10 | Lift 13.50 to 15.00 m |
| 11 | Lift 15.00 to 16.50 m |
| 12 | Lift 16.50 to 18.00 m |
| 13 | Providing and laying in situ 1:2:4 ( M-150 ) Grade of c.c. oftrap/ granite/ quartzite/ gneiss/ metal for foundation and bedding including dewatering, formwork, compaction, and curing, finishing Etc. complete. With initial lead of 1.50 M below / above G.L. as per MJP CSR AS PER 2021-22 I. No.1b P. No. 41 a) 1:2:4 (M-150) grade |
| 14 | Providing and casting in situ c.c. oftrap/ granite/ quartzite/ gneiss/ metal of approved quality for R.C.C work as per detailed drawing and design ofas directed by engineerincluding normal dewatering centering, form work , compaction . finishing forms surfaces with cement morta 1:3 of sufficent / minium thickness to give a smooth surface and even surface whenever necessary or roughing if special finish is to be provided and curing etc. complete. ( by weight batching and mix design for M- 250 & M-300 only ) use to L.&T, A.C.C. Amuja, Birala gold, Manikgad, Rajshree, etc. cement is permitted.excluding M.S. of Tor reinforcement ) for R.C.C. M- 200 grade Beams./ Braces/ Lintelsas per MJP CSR AS PER 2021-22 I. No.2P. No. 48 Lift 5.00 to 10.00 M ( add 10% for every 5.0M depth, below initial 5.0 M Depth)Basic rates=8400+840=9240 |
| 15 | Providing and casting in situ c.c. of f trap/ granite/ quartzite/ gneiss/ metal of approved quality for R.C.C work as per detailed drawing and design ofas directed by engineer in charge including normal dewatering centering, form work , compaction . finishing forms surfaces with cement morta 1:3 of sufficent / minium thickness to give a smooth surface and even surface whenever necessary or roughing if special finish is to be provided and curing etc. complete. ( by weight batching and mix design for M- 250 & M-300 only ) ouse to L.&T, A.C.C. Amuja, Birala gold, Manikgad, Rajshree, etc. cement is permitted.excluding M.S. of Tor reinforcement ) for R.C.C. M- 200 grade Slabs/ Landing/ Vertical Walls / Waste slabs.steps for stair case. as per MJP CSR AS PER 2021-22 I. No.5aP. No. 42 a) Vertical wall M-250 Lift 0.00 to 5.00 m |
| 16 | b)Lift 5.00 to 10.00 M ( add 10% for every 5.0M depth, below initial 5.0 M Depth)Basic rates=9009+909.9=9909.90 |
| 17 | Providing and fixing in position H.Y.S.D. steel bar reinforcement of varoous diameters for RCC pipes, caps, footing foundation / slabs/ beams/ coloums/ canapies/ stair cases/ nevels/ chajjas/ lintels/ pardies./ coping/ fine arches etc. as per detaide design/ drawing and schedules includinh outting bending, hooking, the bars. binding with wires or tack weildinh and supportih as requried etc. complete. ( Including cost of binding wire.) mild steelMJP CSR AS PER 2021-22 I. No.8bP. No.43 Lift 0 to 5.0 m |
| 18 | Lift 5.00 to 10.00 M ( add 5% for every 5.0M depth, below initial 5.0 M Depth)Basic rates=73502+ 3675.10=77177.10 |
| 19 | Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates ,braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc.complete.(Bd-C-2/275). MJP CSR AS PER 2021-22 I. No.4P. No.39 RSJ 200X100MM @25.4 KG/M |
| 20 | Dewatering the excavated trenches and pools of water in the building trenches pipeline trenches well work by using pump and other devices including disposing of water in safe distance as directed by engineer inchargeincluding cost of machinary labour, fuil etc. completed MJP CSR AS PER 2021-22 I. No.14P. No.36 |
| 21 | Providing and fixing in position C.I. Dapuri steps or 22 mm dai. M.s. bar steps with proper anchorage, etc. and providing and applying 3 coats of ant- corresive paint etc. complete. as directed by engineer in charge. MJP CSR AS PER 2021-22 I. No.11P. No.339 |
| 22 | Providing and fixing 80mm dia AC/PVC pipe weep holes at 1.50m c/c staggered including cost of materials etc. complete with all leads and lifts as per MJP CSR AS PER 2021-22 I. No.5P. No. 338 |
| 23 | Providing and filling around the well boulers filling of selected variety and size of boulders incl. cost of all materials, labour, transporation, etc. complete with all leads and lift as per MJP CSR AS PER 2021-22 I. No.4P. No 338 |
| 24 | Refilling the trenches with available excavated staff with soft materials first over pipeline and then hard materials in 15 cm layer with all leads and lifts including consolidation and surcharging etc. completeas per MJP CSR AS PER 2021-22 I. No.15P. No. 37 |
| 25 | Recuperation test carrying outrecuparation/ yeild test for ascerting the discharge of constructed well/ excavated profile as directed by Engineer in charge. The test carried out by drawing down waterfrom the well/ profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in as per design of W.S. scheme shall be recorded prior. to etc. completed as directed. The test shall be carried out as technical circular No. 2597 dt. 20/11/97 and shall be carried out for 7 days.( MJP dsr I. No.16a, P.No. 340)LPS Less than 2500 |
| 26 | Taking 4\" Dia Horizontal bores at required depth with Boring machine with all Labouries & Machinary & fuels etc. comp. ( as per G. S. D. A. ) |
| 27 | Taking Trial Bore By Callayx Machine (Core Bore Sampling) by Callyxe machine with TCT/NX bits together undistributed strata samples for investigation in all types together undisturbed strata samples for investigation in all types of strata samples for investigation in all types starta soft soils, murum, hard murum with boulders Soft rock, hard rock,& running cost of Cailyx Machine conveyingall materials to site of work excl. coveyance of callyx, machine and back smapling all over burden strata in glass jar and core samples serially numbered at site in a wooden Core box Samples to be taken at 1.0 m interval and conveying to the place as directedshall be 100 mm and of NX size (50mm) in other strata. The item shall also includeM.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 mabove Gl with cap over it.MJP CSR AS PER 2021-22 I. No.5P. No.46 In Overburden |
| 28 | In weathered Rock With Boulder |
| 29 | in Weathered Rock /Soft Rock |
| 30 | In Hard Rock except Quartzite |
| 31 | Switch Room :- Item No.1.Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M MJP CSR AS PER 2021-22 I. No.1P. No.42 |
| 32 | Item No.2.Providing dry trap/ granite/ quartizite/ gneiss rubble stone soiling in 15 to 20 cmlayers incl. Hand packing and compacting ) etc, compMJP CSR AS PER 2021-22 I. No.18 P. No.37 |
| 33 | Item No.3.Providing and laying in situ ( 1:2:4) ( M-150) grade of C.C. of trap/ granite/ quartizite/ gneiss metal for foundation and bedding including dewatering form work compaction curing finishing etc. complete with initial lift of 1.50 m below/ above ground level.MJP DSR AS PER 2021-22 I. No.1bP. No.41 |
| 34 | Item No.4.Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work in foundation like raft grillage , srtip foundation and footing of RCC coloumns and strip foundation and footing of RCC coloumns and steel stanchions including normal dewatering, formwork , compaction, finishing and curing etc. complete ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200MJP CSR AS PER 2021-22 I. No.2b P. No.41 Footing/ Foundation M-200 |
| 35 | Item No.5.Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness if special finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- all types of columns.MJP CSR AS PER 2021-22 I. No.3a P. No.41 RCC Coloumn M-200 |
| 36 | Item No.6.Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- all types of Beams/ Braces/ lintels.MJP CSR AS PER 2021-22 I. No.4a P. No.42 RCC Beam/ Lintel M-200 |
| 37 | Item No.7.Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) In RCC M-200 all types of Chajjs / parapets/ cirtain walls/ partionwalls/ pardiesMJP CSR AS PER 2021-22 I. No.6a P. No.43 RCC Chajja M-200 |
| 38 | Item No.8.Providing and castingin situ C.C. of trap/ Granite/ gneiss metal of approved quality forRCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- grade slab/ landing/ vertical walls/ waste slab/ steps for staircase..MJP CSR AS PER 2021-22 I. No.5a P. No.42 RCC Slab M-200 |
| 39 | Item No.9.Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps footing, foundation, slab, beams colums canopies, staircase wewels, chajjas, lintel, pardies, coping fins, arches etc. as per detailed designs, drawing and schedules including cutting bending with wires or tack welding and supporting as requried etc.complete( Including cost of binding wires) tOR steel.MJP CSR AS PER 2021-22 I. No.8b P. No.43 |
| 40 | Item No.10.Providing and ll nd class B.B. Masonary with conventional brick in cm as below in foundation and plinth of inner wall/ external wall including normal dewatering, striking joints on unexposed faces, racking out joints on exposed faces and watering etc. complete. in C.M. ( 1:6).PWD DSR AS PER 2021-22 I. No.27.05 P. No.212 |
| 41 | Item No.11.Providing and ll nd class B.B. Masonary with conventional brick in cm as below in Superstructure of inner wall/ external wall including normal dewatering, striking joints on unexposed faces, racking out joints on exposed faces and watering etc. complete. in C.M. ( 1:6). PWD DSR AS PER 2021-22 I. No.05 P. No.212 |
| 42 | Item No. 12.Providing and fixing frame with / without ventilator of size asspecified with Country non teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete.PWD DSR AS PER 2021-22 I. No.39.02 P. No.260 |
| 43 | Item No. 13.Providing and fixing single or double leaf panelled door shutter excluding frame with glazed openable fanlight shutter 35 mm thick as per detailed drawing consistingpanelled vertical styles 100 mm x 35 mm and lock and bottom rail 200 mm x 35 mm and panels 12 mm thick both side commercial ply faced particle board including stainless steel fixtures and fastening and T.W. beading at junctions of panel inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. .PWD DSR AS PER 2021-22 I. No.39.07P. No.214 |
| 44 | Item No. 14.Providing and fixing Country cut teak wood window with double leaf half glazed and half panelled shutter with ventilator including wrought iron hold fast, stainless steel fixtures and fastenings and finishing the wood work with oil painting 3 coats etc. complete. .PWD DSR AS PER 2021-22 I. No.39.16P. No.262 |
| 45 | Item No.15.Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete.MJP CSR AS PER 2021-22 I. No.17 P. No.37 Murrum Bought From Outside |
| 46 | Item No.16.Providing internal cement plaster 12 mm. thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.2 Page No. 39 PWD DSR AS PER 2021-22 I. No.32.05 P. No.224 |
| 47 | Item No.17.Providingsandfacedplaster externallyin cement mortar using kharsalia / kasaba or similar type of sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6-8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days, scaffolding etc. complete using pozzolana cement. Spec. No. : Bd.L.7 Page No. 367, .PWD DSR AS PER 2021-22 I. No.123P. No.39 PWD DSR AS PER 2021-22 I. No.32.11 P. No.177 |
| 48 | Item No.18.Providing and laying cement concrete flooring 50 mm. thick with 1:2:4 cement concrete laid to proper level and slope in alternate bays, including compaction and filling joints with 3 mm glass, marking lines to give appearance of tiles of 30 cm. x 30 cm. or other size laid diagonally/ square etc. finishing smooth (with extra cement) in any colour as directed and curing, complete. Spec. No. : Bd.M.7 Page No. 383. .PWD DSR AS PER 2021-22 I. No.3P. No.229 |
| 49 | Item No. 19.Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. Spec. No. : Bd.O.8 Page No. 406.PWD DSR AS PER 2021-22 I. No 35.133 P. No.241 |
| 50 | Item No.20.Providing and applying two coat of lead/ zink based oil paint of approved colours and shade to new wood works and fibre boards, including preparing the surface scafolding if necessary and prinner coat, etc. complete. ( BD_O-1/403) PWD DSR AS PER 2021-22 I. No.35.01 P. No.260 |
| 51 | Pumping Machinary :- Providing and errectinggiving test of 150 mm dia Submersible Pumsets to IS 8034 and motor confroming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and on 415 + 10 %, 3 Ph, 50 H., A.C. supply with cable guard, trust carbon/ fibre bearing to with stand entire hydrulic rust, waterproof winding shall be suitable for direct coupling. Manufacturies design. Antitrust stream lined non return shall be provided with the pump. suitable suction strainer shall also be conductor submerssible type flat cable 3 m and 2 pairs of errection clamps 65 mm width 10 mm thick shall be provided alongwith the pump. Rates per pump upto 8 stages are as below( MJP. ME DSR 2021-22 I. No.1-33 PM2-5 P. No.3 ) Add :- The Supply rates shall be increased by RS. 600/- Stage for pump with more than 8 stagesBasic rates = 5.00 Bhp 12 Stage |
| 52 | Panal Board - Providing and errecting Commissisioning and testing swell Box type Panel Board comprising (As per Detailed Sheet Attached) As per Detailed Estimate attached. |
| 53 | Supplying and errectingflat flexible 3 core 4.0 Sq. M PVC sheathed submersibble trpe copper cable ( MJP. ME DSR 2021-22 I. No.CB12-5-8 P. No.261 ) 3 core 2.5 Sqm |
| 54 | 4) Pressure Guage Providing, errecting , Pressure Gauge of various capacity ranges of 0 to 70m, 0 to 140m and0 to 210 m complete with syphon tube, insulaed cock suitable for 12 mm dis G. I Pipe . Pressure Gauge shall be installed as directed, tapping on risiing main or delivery side of pumpset shall be drilled and pressure gauge installed in position . Metre scale may be either in kg/cm2ttor in m of water or with both scale. |
| 55 | 5) G.I, Pipe Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete MEDIUM class MJP CSR AS PER 2021-22 I. No.1b-8P. No.86 50 mm Dia medium |
| 56 | Sluice Valve Providing erecting Cast Steel D/F Sluice Valves with jointing to pipe work (including all hardware and packing) water works qualityhaving non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement, excluding C. C. foundation / structural steel support. For Rating Class 300 (Working Pressure 52 kg/cm2 and Test Pressure 78 kg/cm2). Sluice ValvesMJP CSR AS PER 2021-22 I. No.2a-3 P. No.208 50 mm dia. S/V |
| 57 | Reflex Valve Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1.6MJP CSR AS PER 2021-22 I. No.2a-3 P. No.204 80 mm dia. NRV |
| 58 | Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.MEDIUMas per MJP CSR AS PER 2021-22 I. No.2bP. No.86 50 mm Dia medium |
| 59 | Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) MJP CSR AS PER 2021-22 I. No.4a P. No.214 50 mm dia. S/V |
| 60 | 80 mm dia. NRV |
| 61 | C.I.Specials Providing and supplying ISI standard CI flanged / S& S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to depermental store site, unloading stacking etc. complete.MJP CSR AS PER 2021-22 I. No.6a-1 P. No.63 |
| 62 | Perforated Pipe type Electrode EarthingSupplying and errecting 40 mm dia G.I. pipe 2.5 m long with perforated cross holes ( 12 mm dia ) at 150 mm c/c, buried and refillig with alternate layers of charcoal and salt necessary length of double G.I. earth strip connectedto the electrode with cadimum plate G.I. Nut bolts 12 mm dia with bituminous compound and conneced to the nearest swich gear with end socket as per and duly tested by earth tester and recording the resultes, supplying and errecting 19 mm dia vertical G.I. rpipe 1.5 M long, with funnel and mesh at the top is incluided in the scope of work, bottom end of the watering pipe and top end of pipe type electrode should be connected with suitable G. I. reducer coupling, and at top end necessary G I, Disconnecting link/ clamp should be provided )( PWD Electrical DSR 2021-22, P.No.183, EA 9-1-4) |
| 63 | RISING MAIN :- Item No.1.Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). Working Pressure 6 Kg./Sq.cm as per MJP CSR AS PER 2021-22 I. No.1-BP. No.71 90 mm dia 6 Kg/Cm2 |
| 64 | Item No.2.Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete MEDIUM classMJP CSR AS PER 2021-22 I. No.1bP. No.83 |
| 65 | Item No.3.Providing and supply at. Site of of work PVC/ G.I. Pipes specials suitable for above said pipes incuding cost of taxes, fright charges, octrai, lloading, unloading , conveying to deparmental store etc. complete. as perMJP CSR AS PER 2021-222 % of I.no. 1 + 2 |
| 66 | Item No.4.Providing and supplying Air Valves as per IS-10845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete. a) Air Valve Double Ball Flanged Type - PN -1.0as perMJP CSR AS PER 2021-22 I. No.6a-1 P. No.214 25MM DIA Air Valve |
| 67 | Item No.5.Supply of C.I. Mechanical Joint Double Socket with Flanged Tees as dimensionally described in Table-19 of IS-13382 / 1992 complete with sealing rubber gaskets of SBR (dimensionally described in IS-12820 / 1989) with cast iron followergand and mild steel nut bolts coated or other wise protected from rusting and suitable for C.I. pipes.as perMJP CSR AS PER 2021-22 I. No. 8a, P. No.23980 x 80 x 80 mm |
| 68 | Item No.6.Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M MJP CSR AS PER 2021-22 I. No.1P. No.34 |
| 69 | Item No.7.Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M as per MJP CSR AS PER 2021-22 I. No.3 P. No.42 |
| 70 | Item No.8.Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M MJP CSR AS PER 2021-22 I. No.5 P. No.34 |
| 71 | Item No. 9.Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below,normal dewatering, excluding backfilling, etc.complete. Lift 0 to 1.5 MMJP CSR AS PER 2021-22 I. No.7 P. No.40 |
| 72 | Item No.10.Filling in plinth and floors murum bedding in trenches with approved murrum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction etc. Complete (MJP DSR 2021-22, I.No.16, P.No.45) |
| 73 | Item No.11.Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). Working Pressure 6 and 10 Kg./Sq.cm. as per MJP CSR AS PER 2021-22 I. No.1dP. No. 73 90 mm dia 6 Kg/Cm2 |
| 74 | Item No.12.Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.MEDIUMas per MJP CSR AS PER 2021-22I.No.2a P. No.86 80MM C.I Medium Class |
| 75 | Item No.13.Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) Foundation on Murum and Hard Strata as per MJP CSR AS PER 2021-22 I. No.17aP. No.226 |
| 76 | Item No.14.Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard material in 15 cm layers with all leads and lifts incl. Consolidationm surching , etc. comp as per MJP CSR AS PER 2021-22 I. No.15P. No.37 |
| 77 | Item No.15.Providing and laying in situ ( 1:2:4) ( M-150) grade of C.C. of trap/ granite/ quartizite/ gneiss metal for foundation and bedding including dewatering form work compaction curing finishing etc. complete with initial lift of 1.50 m below/ above ground level.as per MJP CSR AS PER 2021-22 I. No.1bP. No.41 |
| 78 | Item No.16.Hydraulic testing of PVC pipes 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 of filling safe water using reciprocating type pump which would be able to provide specifies 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. (MJP DSR 2021-22, I.No.5-a, P.No.81)90 mm dia 6 Kg/Cm2 |
| 79 | Item No.17.Hydraulic testing of G.I pipes line to specified pressure including cost of all materials and labour and water for testing for the length upto 1 Km using reciprocating type pump which would be able to provide specifies 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. (MJP DSR 2021-22, I.No.5-b, P.No.89) 80 MM G.I. Medium Class |
| 80 | ESR For 27000 Ltr :- Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge. ----Capacity 27,000 Liters 12 M. st. height. Open FoundationBasic Rate :-(25000 Litre capacity) :-975465Add Balance Capacity For 2000 X20.39 = 40780Total Amt.(975465+40780) = 1016245Deduction 5 % for Zone II = 50812Basic Rate :-1016245-50812= 965432 |
| 81 | Providing and supplying ISI mark C.I. S/S pipes of following class and diameter including all taxes (Central and local) insurance, railway freight, unloading from railway wagon, loading into trucks, transport to departmental stores / site, unloading stacking etc. complete. (IS:1536/1989)(Suitable for Tyton / Pig lead joints) (With 16.00% Exise Duty) as per (MJP CSR AS PER 2021-22 I. No.9 ai P. No.72 ) 80mm dia.CID/F Pipe |
| 82 | 80 mm dia.CID/F Pipe For Over Flow |
| 83 | Providing and supplying ISI standard CI flanged / S& S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to depermental store site, unloading stacking etc. complete. (MJP CSR AS PER 2021-22 I. No.6 ai P. No.72 ) Specials |
| 84 | Providing double flange Sluice valve confirming for IS- 2906/14846including worn gear arrangementsas per test pressure stainless steel spindle, caps including all taxes transportation etc complete. (MJP CSR AS PER 2021-22 I. No.6 ai P. No.72 ) 80 mm dia.Sluice Valve |
| 85 | 80 mm dia.Sluice Valve For Overflow |
| 86 | Distribution System:- Item No. 1.Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). Working Pressure90 mm 4 Kg./Sq.cmMJP CSR AS PER 2021-22 I. No.1 P. No.76 75 MM DIA.PVC 4 kg/ Cm2 |
| 87 | 90 MM DIA.PVC 4 kg/ Cm2 |
| 88 | Item No. 2.Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspectioncharges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc.Sluice Valve PN-1.6MJP CSR AS PER 2021-22 I. No.2P. No.132 65 mm Dia. Sluice Valve |
| 89 | 80 mm Dia. Sluice Valve |
| 90 | Item No. 3.Providing and supplying at work site of work PVC/ GI specials suitable for above said pipes including cost of taxes, fright charges, cotroi, loading, unloading etc. MJP CSR AS PER 2021-22 10 % of I.No. 4 |
| 91 | Item No. 4.Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M MJP CSR AS PER 2021-22 I. No.1P. No.42 |
| 92 | Item No.5.Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M as per MJP CSR AS PER 2021-22 I. No.3 P. No.42 |
| 93 | Item No.6.Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 MMJP CSR AS PER 2021-22 I. No.5 P. No.42 |
| 94 | Item No. 7.Excavation for foundation / pipe trenches in hard rock and concrete roadby chissling, wedging, line drilling, by mechncally means or by any other means other than blasting incl. trimming and leveling the bedremoving the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and ex6MJP CSR AS PER 2021-22 I. No.7 P. No.43 |
| 95 | Item No.8.Filling in plinth and floors murum bedding in trenches with approved murrum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction etc. Complete (MJP DSR 2021-22, I.No.16, P.No.45) |
| 96 | Item No. 9.Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). Working Pressure90 mm 4 Kg./Sq.cm.MJP CSR AS PER 2021-22 I. No.4P. No 80 75 MM DIA.PVC 4 kg/ Cm2 |
| 97 | 90 MM DIA.PVC 4 kg/ Cm2 |
| 98 | Item No. 10.Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.MJP CSR AS PER 2021-22 I. No.15 P. No.45 |
| 99 | Item No. 11.Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.)as perMJP CSR AS PER 2021-22 I. No.4P. No.135 65 mm Dia. Sluice Valve |
| 100 | 80 mm Dia. Sluice Valve |
| 101 | Item No.12.Providing and fixing C.I.road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing inmurumpacking, etc. complete.MJP CSR AS PER 2021-22 I. No.5P. No.223 100 X 225 mm Road Box |
| 102 | 225X 300 mm Road Box |
| 103 | Item No.13.Hydraulic testing of PVC pipes 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 of filling safe water using reciprocating type pump which would be able to provide specifies 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. (MJP DSR 2021-22, I.No.5-a, P.No.80) 75 MM DIA.PVC 4 kg/ Cm2 |
| 104 | Item No.14.providing and laying in situ 1:2:4(M150) of grade of C.C of trap / granite/ quartzite / gneiss metal for foundation and bedding incl. Dewatering, form work, compacting and curing finishing etc. comp with intinal lift of 1.5 M below/ above ground level MJP CSR AS PER 2021-22 I. No.1b P. No.49 |
| 105 | Trail and run for one month |
AI Tender Summary
Tender Timeline
Oct 01, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 10, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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