Tender For Water Supply Scheme At. Sandas T Nandapur Tq. Kalamnuri Dist. Hingoli Under Jal Jeevan Mission (Jjm)
Tender Value
1.54 Crore
Estimated cost
Bid Submission
29 Dec 2022
0 days left
EMD
1.54 Lakhs
Bank guarantee accepted
Document Fee
11200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
nandapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Water Supply Scheme At. Sandas T Nandapur Tq. Kalamnuri Dist. Hingoli Under Jal Jeevan Mission (Jjm)
BOQ
| Sl. No. | Item Description |
| 1 | Abstract for Proposed Percolation well (8 m ø 18 m depth)Item No1 Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveying all materials to site of work excluding conveyance of callyx machine and back sampling 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 directed by Engineer-in-charge. The diameter of bore in overburden shall be 100 mm and of NX size (50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above GL with cap over it.a) In overburden (soft soil, murum)MJP SSR 2021-22 SECTION - H : MISCELLANEOUS ITEM NO - 5 PG NO 59 |
| 2 | b) In weathered rock with boulders |
| 3 | c) In weathered rock / soft rock |
| 4 | c) In hard rock other than quartzite |
| 5 | Item No2Excavation in general in soft material comprising of soft soil,soft murum ,sand ,hard murum with boulders in wet or dry condition for head works I.e. intake well ,connecting pipe ,jack well, pump house ,supply well etcfor lift 0 to 1.5 m and lead 150 m including barracading ,guarding ,disposing off surplus excavated stuff with in a radius of 0.5 km as directed by engineer - in -charge etc complete excluding refilling b) for head works on nalla or any other site of GSDA for initil ( M.J.P.CSR 2021-2022P.No 44 I No.10 ) Lift0.00 to 1.50 M |
| 6 | Lift 1.50 to 3.00 M |
| 7 | Lift 3.00 to 4.50 M |
| 8 | Lift 4.50 to 6.00 M |
| 9 | Lift 6.00 to 7.50 M |
| 10 | Item No.3 Excavationin generalinhard material comprisingofsoftrock,hardrock,Manjara rock,etc,byblasting/controlledblasting,chisellingasrequiredinwetordry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposingoffsurplusexcavatedstuffwithinaradiusof0.5km.asdirectedby Engineer-in-charge, excluding refillingLift 7.50 to 9.00 M MJP SSR 2021-22 Item No. 11.a PG. No. 45 |
| 11 | Lift 9.00 to 10.50 M |
| 12 | Lift 10.50 to 12.00 M |
| 13 | Lift 12.00 to 13.50 M |
| 14 | Lift 13.50 to 15.00 M |
| 15 | Lift 15.00 to 16.5 M |
| 16 | Lift16.5to 18.00 M |
| 17 | Item No.4 Providingandlayingin situ followinggradesofcementconcreteoftrap/ granite/ quartzite /gneiss metal for foundationand bedding including dewatering,form work, compaction, curing, finishing etc. complete.a) M-150 MJP SSR 2021-22 Item No. 2.a PG. No. 49 |
| 18 | Item No.5 Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering,centering,form work, bally, steel propups,compaction,finishing the formed surfaceswith C.M.1:3 of sufficientminimumthicknessto give asmooth andevensurface whereevernecessaryorrougheningif specialis to be provided and curing etc. complete ( By weigh batchingand mix design for M-250 and M-300 only.Use of L&T, A.C.C.Ambuja,BirlaGold, Manikgad,Rajashree,etc. cementis permitted.)( Excluding M.S. reinforcements)RCC M-200 for water retaining structure a) For RingBeam Bottom Ring MJP SSR 2021-22 Item No. 2.d PG. No. 50 |
| 19 | a) ForVertical Wall (6 m below GL & 1.5 m above GL ) Above 1.5 m from GL |
| 20 | From GL to Below 5 M |
| 21 | Below 5 to 7.5 m |
| 22 | Item No. 6 Providingand fixingin positionsteel bar reinforcementof variousdiametersfor RCC piles, caps, footings, foundations,slabs, beams, columns, canopies, staircase, newels,chajjas,lintels,pardies,copings,fins,arches,etc. as per detailed designs, drawingsandschedulesincludingcutting,bending,hookingthebars,bindingwith wiresor tackweldingand supportingas required,etc.complete.(includingcost of binding wire)1% of RCC Qty Above 1.5 m from GLMJP SSR 2021-22 Revised Item No. 8.b PG. No. 52 |
| 23 | From GL to Below 5 m |
| 24 | From 5 to 7.5 m |
| 25 | Item No.7Providingstucturalsteelworkin single stanchionscomposedof RSJ, channel,etc, withcaps,bases,mildsteel plates,angles,brackets,cleats,gussetplates,anchor bolts, etc. as per detaileddesign and drawing or as directed by Engineer-in-charge includingcutting,fabrication,hoisting,erecting,fixinginposition,makingriveted/bolted/weldedconnectionsandonecoatsofanticorrosivepaintandoverittwo coats of oil painting, etc. complete. RSJ 200x100mm Weight of RSJMJP SSR 2021-22 Item No. 2.d PG. No. 49 |
| 26 | Item No. 8 Providingand fixing M.S. chequerredplate flooringof following thicknesssupported onM.S.angles(25x25x5 mmsize)includingwelding,cuttingandfabricatingthe plates to the requiredsquare or rounding shape,makingholes in the plate, includingprovidingandapplying3coatsofanticorrosivepaint,etc.completeasdirectedby Engineer-in-charge.6 mm thickMJP SSR 2021-22 Item No. 6.a PG. No. 229 |
| 27 | ITEM NO.9 Dewateringtheexcavatedtrenchesandpoolsofwaterinthe buildingtrenches/ pipeline trenches,well works by using pumps and other devices including disposing offwatertosafedistanceasdirectedbyEngineer-in-charge(includingcostof machinery, labour, fuel), etc. complete.7.5 BHP pumps daily 6 hrs for 40 days MJP SSR 2021-22 Item No. 6.a PG. No. 229 |
| 28 | ITEM NO.10 Providing and fixing in position C.I. dapuri steps for 22 mm dia. M.S. step with proper anchorage,etc.andprovidingandapplying3coatsofant-corrosivepaint,etc complete as directed by Engineer-inchargeMJP SSR 2021-22 Item No.11PG. No. 230 |
| 29 | ITEM NO.11Providing, and fixing 80 mm dia A.C. / P.V.C. pipe weep holes at 1.5 m.c/c staggered including costofallmaterialsandlabourinvolvedwithallleadsandlifts.etc.complete with all leads and liftsMJP SSR 2021-22 Item No.5PG. No. 229 |
| 30 | ITEM NO.12 Refillingthe trencheswith available excavatedstuff with soft material first over pipe lineandthenhardmaterialin15cmlayerswithall consolidation, surcharging etc. complete.MJP SSR 2021-22 Item No. 15PG. No. 45 |
| 31 | ITEM NO.13 Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-incharge. The test is carried out by drawing down water from 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 the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed.Lps less than 25,000 MJP SSR 2021-22 Item No. 17PG. No. 231 |
| 32 | ITEM NO.14115 mm dia Horizontal Bore well 30 m length 3 No.s |
| 33 | CHANNEL FOR MREGS WELL ITEM NO.01Providingstucturalsteelworkin single stanchionscomposedof RSJ, channel,etc, withcaps,bases,mildsteel plates,angles,brackets,cleats,gussetplates,anchor bolts, etc. as per detaileddesign and drawing or as directed by Engineer-in-charge includingcutting,fabrication,hoisting,erecting,fixinginposition,makingriveted/bolted/weldedconnectionsandonecoatsofanticorrosivepaintandoverittwo coats of oil painting, etc. complete. |
| 34 | ITEM NO.02Providingand fixing M.S. chequerredplate flooringof following thicknesssupported onM.S.angles(25x25x5 mmsize)includingwelding,cuttingandfabricatingthe plates to the requiredsquare or rounding shape,makingholes in the plate, includingprovidingandapplying3coatsofanticorrosivepaint,etc.completeasdirectedby Engineer-in-charge. 6 mm thick MJP SSR 2021-22 Item No. 6.a PG. No. 229 |
| 35 | Switch Room (For MREGS Well ) Item No1 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 of 0 to 1.5 M(MJP DSR 20-21, Sr. No. 01, P.No. 42 ) |
| 36 | Item No. 2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift of 0 to 1.5 M(MJP DSR 20-21, Sr. No. 02, P.No. 42 ) |
| 37 | Item No.3 Providing and laying in situ Cement concrete M-15of trap or granite or quartzite or gneiss metal for foundation and bedding includingdewatering, form work, compacting,roughening them if special finish is to be provided, finishing if required and curing etcetera complete.PCC (M-150) (MJP DSR 20-21, Sr. No. 01, P.No. 49 ) |
| 38 | Item No.4 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) Excluding M. S. orTor ReinforcementRCC Footings ( M-200)(MJP DSR 20-21, Sr. No. 02/c, P.No. 49 ) |
| 39 | Item No.5 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted )RCCCOLUMNS ( M-200)(MJP DSR 20-21, Sr. No. 03/b, P.No. 49 ) |
| 40 | Item No.6 Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) RCCBEAMS & lintel( M-200)(MJP DSR 20-21, Sr. No. 04/b, P.No. 50 ) |
| 41 | Item No.7 Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use ofL&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Slab & Landing steps ( M-200)(MJP DSR 20-21, Sr. No. 06/b, P.No. 51 ) |
| 42 | Item No.8 Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Excluding M S or Tor reinforcement. Chajja ( M-200) (MJP DSR 20-21, Sr. No. 13/b, P.No. 55 ) |
| 43 | Item No. 9 Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:6 infoundationsandplinthofinnerwalls/inplinthexternalwallsincludingbailingoutwatermanually, striking joints on unexposedfaces, raking out joints on exposedfaces and watering etc. Complete. |
| 44 | Item No. 10 Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar of following proportion superstructure including striking out & racking out joint watering and scafolding etc complete. (PWD SSR 21-22 P.NO.144 I.NO 27.05) |
| 45 | Item No. 11 Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) Tor SteelMJP SSR 21-22 (revised) pg no. 13 Section-A |
| 46 | Item No.12 Providing and laying Rough Shahabad Stone Flooring 25 mm to 30 mm thick and of required width in plain /diamond pattern on a bed of 1:6 C.M. including cement float ,striking joints ,pointing in cement mortar 1:3 curing and cleaning etc. complete. (PWD SSR 21-22 P.NO.156 I.33.01) |
| 47 | Item No.13 Providing internal cement plaster 12 mm. thick insingle coat in cement morter 1:5 without neeru finish toto concrete or brick surfaces,in all positions inculding scffolding and curing complete.(Bd-L-5/368) (PWD SSR 21-22 P.NO.153 I.33.05) |
| 48 | Item No.14 Providing sand faced plasterexternally in cement motar using approved screened 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 fornot less than 2 days and keeping the surface of the base coat rough to recive the sand faced tretment 6 to8 mm. thick in cement mortar 1:4 finishingthe surface by taking out grains and curing for foureen days scaffolding etc. complete. (PWD SSR 21-22 P.NO.153 I.32.11) |
| 49 | Item No.15 Provinding and applying white-wash in Two coat on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down complete.(236 Bd-P-1-A)(PWD SSR 21-22 P.NO.218 I.36.02) |
| 50 | Item No.16 Provinding and applying washable oil-bound distemper of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces (excluding the primer coat) etc.complete.(Bd-P-5/413) (PWD SSR 21-22 P.NO.167 I.36.11) |
| 51 | Item No.17 Providing and fixingsteelframe of angle 50X 50X 6 mm for windows with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40x6 mm vertical at center including iron hold fast boxes for fixing 40x6 mm vertical at center including iron .PWD S.S.R. I.No. 1152/39.35P.No. 313 (PWD SSR 21-22 P.NO.182 I.39.33) |
| 52 | Item No.18 Providing and fixing in position factory made box type steel window with glazed fanlight including steel windows of cold rolled section of 105mm x 60mm x 1.25mm thick frame section filled with cement concrete (1:2:4) and metal pressed steel shutters of 20 gauge (1mm) as per detailed drawing and design or as directed including providing horizontal mild steel 12mm square bars at 10cm center to center, required F7B section, section 76, section 20mm x 5mm mild steel flat for shutter and F4B section for frame, 3mm thick glass of approved quality for fanlight necessary fixtures and fastening etc. complete finishing with one coat of anticorrosive paint etc.complete(PWD SSR 21-22 P.NO.181 I.39.22) |
| 53 | Item No.19 Providing and fixing steelframe door of angle 50X 50X 6 mm with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portionincluding iron hold fast boxes for fixing shutters including welding, finishing,painting etc complete.(PWD SSR 21-22 P.NO.182 I.39.35) |
| 54 | Item No.20Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm ( 5mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and /or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and /or pre lam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. (PWD SSR 21-22 P.NO.186 I.39.48) |
| 55 | Item No.21 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 SSR 21-22 P.NO.45 I.15) |
| 56 | Switch Room (For Percolation Well ) Item No1 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 of 0 to 1.5 M(MJP DSR 20-21, Sr. No. 01, P.No. 42 ) |
| 57 | Item No. 2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift of 0 to 1.5 M(MJP DSR 20-21, Sr. No. 02, P.No. 42 ) |
| 58 | Item No.3 Providing and laying in situ Cement concrete M-15of trap or granite or quartzite or gneiss metal for foundation and bedding includingdewatering, form work, compacting,roughening them if special finish is to be provided, finishing if required and curing etcetera complete.PCC (M-150) (MJP DSR 20-21, Sr. No. 01, P.No. 49 ) |
| 59 | Item No.4 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) Excluding M. S. orTor ReinforcementRCC Footings ( M-200)(MJP DSR 20-21, Sr. No. 02/c, P.No. 49 ) |
| 60 | Item No.5 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted )RCCCOLUMNS ( M-200)(MJP DSR 20-21, Sr. No. 03/b, P.No. 49 ) |
| 61 | Item No.6 Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) RCCBEAMS & lintel( M-200)(MJP DSR 20-21, Sr. No. 04/b, P.No. 50 ) |
| 62 | Item No.7 Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use ofL&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Slab & Landing steps ( M-200)(MJP DSR 20-21, Sr. No. 06/b, P.No. 51 ) |
| 63 | Item No.8 Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Excluding M S or Tor reinforcement. Chajja ( M-200) (MJP DSR 20-21, Sr. No. 13/b, P.No. 55 ) |
| 64 | Item No. 9 Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:6 infoundationsandplinthofinnerwalls/inplinthexternalwallsincludingbailingoutwatermanually, striking joints on unexposedfaces, raking out joints on exposedfaces and watering etc. Complete. |
| 65 | Item No. 10 Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar of following proportion superstructure including striking out & racking out joint watering and scafolding etc complete. (PWD SSR 21-22 P.NO.144 I.NO 27.05) |
| 66 | Item No. 11 Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) Tor SteelMJP SSR 21-22 (revised) pg no. 13 Section-A |
| 67 | Item No.12 Providing and laying Rough Shahabad Stone Flooring 25 mm to 30 mm thick and of required width in plain /diamond pattern on a bed of 1:6 C.M. including cement float ,striking joints ,pointing in cement mortar 1:3 curing and cleaning etc. complete. (PWD SSR 21-22 P.NO.156 I.33.01) |
| 68 | Item No.13 Providing internal cement plaster 12 mm. thick insingle coat in cement morter 1:5 without neeru finish toto concrete or brick surfaces,in all positions inculding scffolding and curing complete.(Bd-L-5/368) (PWD SSR 21-22 P.NO.153 I.33.05) |
| 69 | Item No.14 Providing sand faced plasterexternally in cement motar using approved screened 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 fornot less than 2 days and keeping the surface of the base coat rough to recive the sand faced tretment 6 to8 mm. thick in cement mortar 1:4 finishingthe surface by taking out grains and curing for foureen days scaffolding etc. complete. (PWD SSR 21-22 P.NO.153 I.32.11) |
| 70 | Item No.15 Provinding and applying white-wash in Two coat on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down complete.(236 Bd-P-1-A)(PWD SSR 21-22 P.NO.218 I.36.02) |
| 71 | Item No.16 Provinding and applying washable oil-bound distemper of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces (excluding the primer coat) etc.complete.(Bd-P-5/413) (PWD SSR 21-22 P.NO.167 I.36.11) |
| 72 | Item No.17 Providing and fixingsteelframe of angle 50X 50X 6 mm for windows with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40x6 mm vertical at center including iron hold fast boxes for fixing 40x6 mm vertical at center including iron .PWD S.S.R. I.No. 1152/39.35P.No. 313 (PWD SSR 21-22 P.NO.182 I.39.33) |
| 73 | Item No.18 Providing and fixing in position factory made box type steel window with glazed fanlight including steel windows of cold rolled section of 105mm x 60mm x 1.25mm thick frame section filled with cement concrete (1:2:4) and metal pressed steel shutters of 20 gauge (1mm) as per detailed drawing and design or as directed including providing horizontal mild steel 12mm square bars at 10cm center to center, required F7B section, section 76, section 20mm x 5mm mild steel flat for shutter and F4B section for frame, 3mm thick glass of approved quality for fanlight necessary fixtures and fastening etc. complete finishing with one coat of anticorrosive paint etc.complete(PWD SSR 21-22 P.NO.181 I.39.22) |
| 74 | Item No.19 Providing and fixing steelframe door of angle 50X 50X 6 mm with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portionincluding iron hold fast boxes for fixing shutters including welding, finishing,painting etc complete.(PWD SSR 21-22 P.NO.182 I.39.35) |
| 75 | Item No.20Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm ( 5mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and /or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and /or pre lam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. (PWD SSR 21-22 P.NO.186 I.39.48) |
| 76 | Item No.21 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 SSR 21-22 P.NO.45 I.15) |
| 77 | MEASUREMENT CUM ABSTRACT SHEET OFPUMPING MACHINARY FOR EXISTING WELL 3 BHP ITEM NO. 1 Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer, pump should have suitable discharge outlet as per manufacture\"s design. Antithrust streamlined run and 2 pairs of erection clamps 80 mm width non return valve.Submersible pump 150 mm dia (with bronze impeller upto 8 stages).Submersible pump 150 mm dia (with bronze/ Stainless steel (CF8M) Impeller upto 8 stages). (MJP MECH SSR 21-22 P.NO.1 PM 1-2-5).Submersible pump 150 mm dia (with bronze/ Stainless steel (CF8M) Impeller upto 8 stages). 3 BHP suitable for 47 mtr Head & 1811 Lt/Hr Discharge. |
| 78 | Item No.2 Providing and Fixing L.T. skeleton panel board upto 5 HP. (As per detail sheet attached) |
| 79 | Item No. 3 Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. (PWD Elect. CSR 2021-22 P. No. 218 I. No. 12-4-9) |
| 80 | Item No.4 Providing & erecting ISI mark G.I. pipeof followingclassanddia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete 80 mm dia (heavy) on well (MJP CSR 2021-22 P. No. 82 l. No. 1.III.1.c.vii) |
| 81 | Item No.5 Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984)a) Without bypass arrangement - PN - 180 mm dia(MJP CSR 2021-22 P. No. 131 l. No. 1 a). v) |
| 82 | Item No.6 Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete.a) Sluice valve - PN - 1(Without bypass) 80 mm dia(MJP CSR 2021-22 P. No.132l. No. 2Aiii) |
| 83 | Item No.7 Lowering, laying and jointing in position following C.I.D/F Reflex 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.) a) Sluice valve - PN - 1(Without bypass) 80 mm dia(MJP CSR 2021-22 P. No.132l. No. 2Aiii) |
| 84 | Item No. 8 Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia) (MJP Mech. CSR 2021-22 P. No.7 PM11-1) |
| 85 | Item No.9Providing earthing with galvanized iron earth plate size 60 x60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP.Plate type Electrode (IS 3043) 1. For pump - 1Nos1. For panel board- 1No. (PWD Elec. CSR 2021-22 Item No. 9-1-3) |
| 86 | Item No. 10 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 departmental store/site, unloading stacking etc. complete.CI D/F specials i) 80 to 300 mm dia(MJP CSR 2021-22 Section-I(I) P. No. 72 l. No. 6ai) |
| 87 | MEASUREMENT CUM ABSTRACT SHEET OFPUMPING MACHINARY FOR PROPOSED WELL 10 BHP ITEM NO. 1 Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer, pump should have suitable discharge outlet as per manufacture\"s design. Antithrust streamlined run and 2 pairs of erection clamps 80 mm width non return valve.Submersible pump 150 mm dia (with bronze impeller upto 8 stages).Submersible pump 150 mm dia (with bronze/ Stainless steel (CF8M) Impeller upto 8 stages). (MJP MECH SSR 21-22 P.NO.1 PM 1-2-5).Submersible pump 150 mm dia (with bronze/ Stainless steel (CF8M) Impeller upto 8 stages). 10 BHP Pump, 63 mtr Head & 16303 Lt/Hr Discharge. |
| 88 | Item No.2 Providing and Fixing L.T. skeleton panel board upto 7.5 HP. (As per detail sheet attached) |
| 89 | Item No. 3 Supplying and erecting flat flexible 3 core 6 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. (PWD Elect. CSR 2021-22 P. No. 218 I. No. 12-4-9) |
| 90 | Item No.4 Providing & erecting ISI mark G.I. pipeof followingclassanddia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete 80 mm dia (heavy) on well (MJP CSR 2021-22 P. No. 82 l. No. 1.III.1.c.vii) |
| 91 | Item No.5 Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984)a) Without bypass arrangement - PN - 1100 mm dia(MJP CSR 2021-22 P. No. 131 l. No. 1 a). v) |
| 92 | Item No.6 Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete.a) Sluice valve - PN - 1(Without bypass) 100 mm dia(MJP CSR 2021-22 P. No.132l. No. 2Aiii) |
| 93 | Item No.7 Lowering, laying and jointing in position following C.I.D/F Reflex 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.) a) Sluice valve - PN - 1(Without bypass) 80 mm dia(MJP CSR 2021-22 P. No.132l. No. 2Aiii) |
| 94 | Item No. 8 Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia) (MJP Mech. CSR 2021-22 P. No.7 PM11-1) |
| 95 | Item No.9Providing earthing with galvanized iron earth plate size 60 x60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP.Plate type Electrode (IS 3043) 1. For pump - 1Nos1. For panel board- 1No. (PWD Elec. CSR 2021-22 Item No. 9-1-3) |
| 96 | Item No. 10 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 departmental store/site, unloading stacking etc. complete.CI D/F specials i) 80 to 300 mm dia(MJP CSR 2021-22 Section-I(I) P. No. 72 l. No. 6ai) |
| 97 | Rising Main ITEM NO.1 Providing and supplying in standard lengthsPolyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointingmaterial like mechanical connector i. e. thread /insert joint / quick release coupler joint /compression fitting joint or flanged jointexcluding coupler/specials, includingtransportation and freight charges, inspectioncharges, loading / unloading charges,conveyance to the departmental stores &stacking the same in closed shade dulyprotecting from sunrays & rains, excluding GSTlevied by GI & GOM in all respect etc. complete.Pure water rising main from MREGS Well to Juction 1(90 mm HDPE 8Kg/cm2)Corrigendum No. 7 MJP SSR 2021-2022 (Revised rate Date: - 07/03/2022) |
| 98 | Pure water rising main from Pr. Well to Juction 1 (125 mm HDPE 8Kg/cm2) |
| 99 | Pure water rising main from Junction-1 to Junction-2 (125 mm HDPE 8Kg/cm2) |
| 100 | Pure water rising main from Junction-2 to Ex. ESR (110 mm HDPE 8Kg/cm2) |
| 101 | Pure water rising main from Junction-2 to Pr. ESR (110 mm HDPE 8Kg/cm2) |
| 102 | Providing and supplying ISI standard pvc specials & fittings including transportation to stores/ site,loading,unloadingchargesexcludingGSTleviedby GOI & GOM,etc. complete.10% cost of pipes |
| 103 | ITEM NO. 2Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints Including all taxes (Central and local) ,InspectionRCC PIPES NP III Considering Nalla / Road Crossing200 mm dia RCC NP III PIPES |
| 104 | 1% cost of pipes MJP SSR 2021-22 Section I (e) Page No. 97 |
| 105 | ITEM NO. 3 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 railwaywagon,loadinginto truck, transportation upto departmentalstroes/ site, unloading, stacking etc. complete.Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1100 mm Dia. ( Non-return valve)(MJP SSR 2021-22 P No.96 section I (XII) Item no.1-a-iii & iv) |
| 106 | Item No.4 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.80 mm Dia Sluice Valve (MJP SSR 2021-22 P No.132 section I (XII) Item no.2-a-iii & iv) |
| 107 | 100 mm Dia (Sluice Valve) |
| 108 | Item No.5 Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete. a) Air valve Single ball Flanged - PN -150 mm dia (MJP SSR 2021-22 P No.135 I.No.5 b) |
| 109 | Mechanical Tee 150x150x150 mm(MJP SSR 2021-22 P. No 148 I.No 8/a/1) |
| 110 | ITEM NO. 6Labour SectionExcavation 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 MJP DSR 2021-22 SECTION- E Sr.No.1 pg.no.42 |
| 111 | ITEM NO. 7 Excavationfor foundation/ pipe trenchesin hard murumand boulders,W.B.M. road includingremovingthe excavatedmaterialupto a distanceof 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 MMJP DSR 2021-22 SECTION- E Sr.No.2 pg.no.42 |
| 112 | ITEM NO. 8 Excavationfor foundation/ pipe trenchesin soft rock&old cement& lime masonary foundation,asphaIt raod includingremoving 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 MMJP DSR 2021-22 SECTION- E Sr.No.5 pg.no.42 |
| 113 | ITEM NO. 9Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts a below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by allmeans. (Bd-A-6/259)Lift 0 to 1.5 M MJP SSR 2021-22 SECTION- E Sr.No.2 pg.no.42 |
| 114 | ITEM NO. 10 Filling inplinth floors murum bedding intrenches with approved murum from excavatedmaterialsfromfoundation15to20cmlayersincludingwateringand compaction complete. Murum selected from excavated stuff MJP DSR 2021-22 SECTION- E Sr.No.16 pg.no.45 |
| 115 | ITEM NO.11Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including allspecials by compression fitting/electrofusion andbutt fusion jointing procedure as per relevent ISCode complete with all materials for jointingprocedure like Electrofusion machine, Electricheater/butt fusion weldingmachine with hydraulic jack, top loading clamp etc. and all labours asdirected by engineer in charge as per IS-7634Part II90 mm Dia. MJP SSR Section I (II) Page No. 80 |
| 116 | 110 mm Dia |
| 117 | 125 mm Dia |
| 118 | ITEM NO. 12 Hydraulic testing of H. D. P. E./ M. D. P. E.pipe line to specified pressure including cost ofall materials and labour and water for testing forspecified length including cutting, placing end capmaking arrangement for filling safe waterusing reciprocating type pumps which should beable to provide specified test pressure gaugesand other necessary equipments, labour,operation charges, etc. required for testing. Therate under this item shall also include cost ofretesting, if necessary and reinstating to originalposition..90 mm Dia. MJP SSR Section I (II) Page No. 80 b) iii , iv) |
| 119 | 110 mm Dia |
| 120 | 125 mm Dia |
| 121 | ITEM NO. 13 Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985. 200 mm dia RCC NP III PIPES (MJP SSR 2021-22 P No.98 section I (V) 2. iv) |
| 122 | ITEM NO. 14 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 tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached) Upto 150mm 32 mm dia |
| 123 | ITEM NO. 15 Lowering, laying, jointing in positionfollowing scour, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) 100 mm Dia(non-return valve )(MJP SSR 2021-22 P No.135 I.No.4a) iii, iv) |
| 124 | 80 mm Dia Sluice Valve |
| 125 | 100 mm Dia Sluice Valve |
| 126 | ITEM NO. 16 Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. As above of 60 x 45 cm internal size and depth upto 0.9 M with precast R.C.C. slab cover. MJP SSR 2021-22 section L Item No-1.a Page No-220 |
| 127 | ITEM NO. 16 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 SSR 2021-22 P No.45 I.No.15) |
| 128 | RCC ESR 45000 litres Staging Height 12 mITEM NO.1 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 for E.S.R. having capacity 500 m3 & not more than 6 m c/cfor E.S.R.having capacity above 500 m3 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 chargesincluding 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 Stainless steel ladder inside and M.S. ladder with G.I. railingoutside, 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 acrylic emulsion with silicon additives 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.The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.)The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.For design having more than 6 columns, provision of internal bracing is obligatory.Externalbracingsisalso obligatory.The entire structure shall be in M-300 mix only.Plainroundmildsteelbarsgrade-I conformingtoI.S.432part-I or high yield strength deformed bars conformingtoI.S.1786orI.S.1139 shall be used, grade-II mild steel bars will not be allowed.Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacityStaging shall have to be designed with stresses of M-200 concrete for ESR. Howeverall RCCconstructionshould be done in M-300.Theseratesare includingthe costof uplift pressure if any and entire dewatering during execution. In case of waterloggingareawherewateris stretch at shallow depth, extra provision of dewatering shall be made as per site condition.AllconditionsgivenintheMember Secretary\"sCircularNo. MJP/ TS-I/ 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed andadditional cost, if any, due to these conditionsis includedin the rates mentioned below75%partrateshallbepayablefor reinforcementconcreteand plastering items of containers of E.S.R. till satisfactoryhydraulictesting for water tightnessisgiven;andtillthatwork shall be treated as incomplete.Theratesindicatedinthetableare excludingthecostofpipes,specials andvalvesrequiredforinlet,outlet, washout, overflow and bypass arrangement. The scope of work, however, includes costoferecting, laying and jointing of pipes and valves including cost of jointing materials upto 5Mbeyondouterfaceof outermost column.ForESRupto500cumcapacityC.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall beused.ForESRabove500cum capacityC.I./M.S.pipeassemblywith minimum 8 mm thickness upto 500 mm diaandminimum10mmthickness above 500 mm dia can be used with properanti-corrosiveepoxy treatment from inside and outside.Belowmentionedratesarefor foundations with individual footing with bearing capacity of20tonnes per squaremetre.Forraft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is morethan5 MT/sqmandupto10 MT/sqm.This%of5%or 7.5%is applicable for estimationof amount of lumpsumitem of ESR. For extra item due to change from individual foundationtoraft, actualincreasein concreteandsteelbepaidasper relevant DSR item.The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increasedby another10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR.The rates are applicable for staging heightof 12 M. Theseratesshallbe increasedor decreasedfor per metre variation in this staging height as below:Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR).RCC ESR Capacity 45000 litres 12 m staging Height, 3 m tank height.Cost of 25000Ltr @ 12m staging.Cost of further 4000Ltr @ 12m staging.Cost of further 45000Ltr @ 12m staging.Cost of further 16000Ltr @ 9m staging.5% decrease for zone II .Total cost for 45000 Litres @ 12 m staging Height .(MJP SSR P No. 214 Section K (II)2.) |
| 129 | ITEM NO.2Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. Inlet.80mm Dia CI.D./F pipes.(MJP SSR P No. 72 Section I(I)5.ii/iv) |
| 130 | Outlet 100mm Dia CI.D./F pipes |
| 131 | Overflow 80mm Dia CI.D./F pipes |
| 132 | Washout 80mm Dia CI.D./F pipes |
| 133 | ITEM NO.3 Providing And supplying ISI standard CI Flanged /s &S Specials Including all Statutory Duties &taxes such as GST Levied by GOI &GOM in all Respect.Railway Freight Insurance Unloading From Railway wagon,Loading into truck Transport to Departmental Store /Site UnloadingStacking etc Complete D/F Specials 300 D/F Specials Upto and Including150 mm 80 mm to 300 mm dia.( M.J.P SOR 21-22P.NO 72 I.NO.6a) |
| 134 | ITEM NO.4 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete..Sluice valves.100 mm dia. Sluice valve - Outlet/Distributi.(MJP SSR P No. 132 Section I(XII) 2a.iv)on PN-1 without bye-pass arrangement |
| 135 | 80 mm dia. Sluice valve - Inlet/Bypass |
| 136 | 80 mm dia. Sluice valve - Washout |
| 137 | Distribution System ITEM NO.1 Material. 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 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same inclosed shed duly protected from sun rays and rains including cost of jointing material i.e.solvent cement, etc. complete (self fit type to be jointed with cement solvent).MJP SSR 2021-22 Section I (II) Page No. 76 75 mm.Corrigendum No. 7 MJP SSR 2021-2022 (Revised rate Date: - 07/03/2022) |
| 138 | 90 MM |
| 139 | 110 MM |
| 140 | 140 MM |
| 141 | Providing and supplying ISI standard PVC & GI specials and fittings including transportation to stores/site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete.10% of cost of pipes |
| 142 | ITEM NO.2 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints Including all taxes (Central and local) ,Inspection RCC PIPES NP III Considering Nalla / Road Crossing200mm dia RCC NP III PIPES |
| 143 | 1 % For Specials of Pipe cost |
| 144 | ITEM NO.3 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1.MJP DSR 2021-22 SECTION- E Sr.No.2 pg.no.42. 65 mm sluice valve |
| 145 | 80 mm sluice valve |
| 146 | 100 mm sluice valve |
| 147 | ITEM NO.4 LABOUR 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 MJP DSR 2021-22 Section E Sr.No.1 Pg. No. 42 |
| 148 | ITEM NO.5 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete Lift 0 to 1.5. |
| 149 | ITEM NO.6 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 dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd A-3/259) Lift 0 to 1.5 |
| 150 | ITEM NO.7 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-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 MJP DSR 2021-22 Section E Sr.No.5 Pg.No.42 |
| 151 | ITEM NO.8 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) Lift 0 to 1.5 MJP DSR 2021-22 Section E Sr.No.5 Pg.No.42 |
| 152 | ITEM NO.9 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.Murum selected from excavated stuff MJP DSR 2021-22 Section E Sr.No.16 Pg.No.45 |
| 153 | ITEM NO. 10 Lowering Laying and jointing with P.V.C pipes and specials of following class and9 diameter including cost of conveyance from source to site of works including cost of all labour,material,except cement solvent,rubber ring,as per IS code etc.complete (with cement solvent joint/ring fit joint) Working Pressure 4 kg/cm2 MJP DSR 2021-22 Section I(II) Sr.No.4 Pg. No.80 75 mm |
| 154 | 90 mm |
| 155 | 110 mm |
| 156 | 140 mm |
| 157 | ITEM NO.11 Hydraulic testing of PVC pipe line tospecified pressure including cost of allmaterials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which shouldbe able to provide specified test pressuregauges and other necessary equipments,labour, operation charges, etc. required fortesting. The rate under this item shall alsoinclude cost of retesting, if necessary andreinstating to original position.MJP SSR Section I(II) Pg. no. 80 75 mm |
| 158 | 90 mm |
| 159 | 110 mm |
| 160 | 140 mm |
| 161 | ITEM NO.12 Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985.Considering Nalla / Road Crossing. 200 mm RCC Class \"NP-III\" Pipe. MJP SSR 2021-22 Section 2 Page No. 98 |
| 162 | ITEM NO.13 Lowering, laying, jointing in positionfollowing CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) MJP DSR 2021-22 Item No. 4a Sec. I (XII)pg.no.135 65 mm sluice valve |
| 163 | 80 mm sluice valve |
| 164 | 100 mm sluice valve |
| 165 | ITEM NO.14 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 in murum packing, etc. complete. 225 mm x 300 mm (40 kg). MJP DSR 2021-22 Item No. 5a pg.no.223 |
| 166 | ITEM NO.15 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)Spec. No. - Bd E /1 Page No. 287 and B-7, Page No. 38 |
| 167 | ITEM NO.16 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. Net volume of refilling. MJP DSR 2021-22 Item No. 16 Sec.E pg.no.45 |
| 168 | TRIAL & RUN OF SCHEME ITEM NO.1 Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge. For single village (1 Month) (M.J.P. SOR 21-22 P. No 232 I.No.1a) |
| 169 | Fencing and M.S. gateFor Percolation welITEM NO.1 Providing & erecting chain link fencing 1.6 Mtr height with GI chain link of size 50*50 mm 8 SWG thick and fixed 75 mm above GL vertical M.S. angle of 40*40*6 mm size embedded in cc block 1 :4 :8 mix of size 450*450*670 mm at 1.75 m centre to centre wiyh iron bar 16 mm dia as a hold fast including welded link with angle frame at 30 cm cenre to centre nuts & bolts & horizontal MS angle at top & bottom of 25 * 25* 5 mm size & vertical MS flat 35 * 5 mm & 25 * 5 mm horizontal including cross supports of 40 *40*6 mm angle both sides at every corner in cc with 3 coat of oil painting etc complete. PWD SSR 2021-22 I.No 46.39 BDW P.No.217 |
| 170 | ITEM NO.2 Providing and fixing M.S. gate 2.5 Mwide for compound with 40 mm dia G.I.pipe, approved grill work, RCC M-150 sidepillars of 25 cm x 40 cm x 2.5 M height, itsfoundation, finishing, painting, etc.complete.MJP SSR Section-H: Miscellaneous P.No.58 |
| 171 | ITEM NO.3 Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, work completion and liability period etc\", having rectangular shape of 1.20m * 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coats of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border/ messages / symbols etc. with approved colour shade paint complete, on M.S,angle of size 35 * 35 *3 mm frame with properly cross braced M.S. angles of size 35mm*35mm*3mm duly painted including Two M.S. angle iron posts of size 65 mm * 65 mm *6 mm, 3.65m long painted with alternate black and white bands of 25 cm width including all fixtures etc. and fixing the boards in 1:4:8 concrete block of size 60 cm *60 cm *75 cm including, excavtion, refilling, transportation and labour etc complete. Spec. No. As directed by Engineer in Charge SSR I.No. 6.96 |
| 172 | Fencing and M.S. gateFor MREGS welITEM NO.1 Providing & erecting chain link fencing 1.6 Mtr height with GI chain link of size 50*50 mm 8 SWG thick and fixed 75 mm above GL vertical M.S. angle of 40*40*6 mm size embedded in cc block 1 :4 :8 mix of size 450*450*670 mm at 1.75 m centre to centre wiyh iron bar 16 mm dia as a hold fast including welded link with angle frame at 30 cm cenre to centre nuts & bolts & horizontal MS angle at top & bottom of 25 * 25* 5 mm size & vertical MS flat 35 * 5 mm & 25 * 5 mm horizontal including cross supports of 40 *40*6 mm angle both sides at every corner in cc with 3 coat of oil painting etc complete. PWD SSR 2021-22 I.No 46.39 BDW P.No.217 |
| 173 | ITEM NO.2 Providing and fixing M.S. gate 2.5 Mwide for compound with 40 mm dia G.I.pipe, approved grill work, RCC M-150 sidepillars of 25 cm x 40 cm x 2.5 M height, itsfoundation, finishing, painting, etc.complete.MJP SSR Section-H: Miscellaneous P.No.58 |
| 174 | ITEM NO.3 Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, work completion and liability period etc\", having rectangular shape of 1.20m * 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coats of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border/ messages / symbols etc. with approved colour shade paint complete, on M.S,angle of size 35 * 35 *3 mm frame with properly cross braced M.S. angles of size 35mm*35mm*3mm duly painted including Two M.S. angle iron posts of size 65 mm * 65 mm *6 mm, 3.65m long painted with alternate black and white bands of 25 cm width including all fixtures etc. and fixing the boards in 1:4:8 concrete block of size 60 cm *60 cm *75 cm including, excavtion, refilling, transportation and labour etc complete. Spec. No. As directed by Engineer in Charge SSR I.No. 6.96 |
| 175 | Provision of FHTC Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in.A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe.For MDPE/UPVC Pipe Service Connection on Disribution main.(With Road Crossing)For 15 mm Service connection. |
| 176 | Without Road Crossing)For 15 mm Service connection |
AI Tender Summary
Tender Timeline
Dec 24, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedDec 29, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 30, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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