tender for Retrofitting Of Newly Water Supply Scheme At Kherda Tq.Hingoli Dist. Hingoli Under Jal Jeevan Mission (Jjm)
Tender Value
1.06 Crore
Estimated cost
Bid Submission
22 Aug 2022
0 days left
EMD
1.06 Lakhs
Bank guarantee accepted
Document Fee
5600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kherda → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Retrofitting Of Newly Water Supply Scheme At Kherda Tq.Hingoli Dist. Hingoli Under Jal Jeevan Mission (Jjm)
BOQ
| Sl. No. | Item Description |
| 1 | Percolation Well Item No1 115 mm dia Horizontal Borewell 30 m length 3 No.s (GSDA DSR 2021 Pg.No. 9 Sr.No. E-1) add 10% For Hilly Area |
| 2 | Item No 2Excavation 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 ) Add 10% for Hilly RegionLift0.00 to 1.50 M |
| 3 | Lift 1.50 to 3.00 M |
| 4 | Lift 3.00 to 4.50 M |
| 5 | Lift 4.50 to 6.00 M |
| 6 | Lift 6.0 to 7.50 M |
| 7 | 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 refilling Lift7.50 to 9.0 M MJP SSR 2021-22 Item No. 11.a PG. No. 45 |
| 8 | Lift 9.00 to 10.50 M |
| 9 | Lift 10.50 to 12.00 M |
| 10 | Lift 12.00 to 13.50 M |
| 11 | Lift 13.50 to 15.00 M |
| 12 | Lift 15.00 to 16.5 M |
| 13 | Lift16.5to 18.00 M |
| 14 | Lift 18.0to 19.50 M |
| 15 | Lift19.5to 21.00 M |
| 16 | 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 Add 10% for Hilly Region |
| 17 | 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 Ring Beam , Bottom Ring |
| 18 | Above 1.5 m From GL |
| 19 | From GL to Below 5 m |
| 20 | From GL to Below 7.5 m |
| 21 | 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 Lift0 to 5 m above GLMJP SSR 2021-22 Revised Item No. 8.b PG. No. 52 Add 10% for Hilly Region |
| 22 | Lift 0 to 5 m below GL |
| 23 | Lift 0 to 7.5 m below GL |
| 24 | 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 |
| 25 | 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 |
| 26 | 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 8 hrs for 40 days MJP SSR 2021-22 Item No. 6.a PG. No. 229 |
| 27 | 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 Add 10% for Hilly Region |
| 28 | 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 Add 10% for Hilly Region |
| 29 | 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 |
| 30 | 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 |
| 31 | 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 ) Add 10% for Hilly Region |
| 32 | 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 ) Add 10% for Hilly Region |
| 33 | 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 ) Add 10% for Hilly Region |
| 34 | 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 ) Add 10% for Hilly Region |
| 35 | 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 ) Add 10% for Hilly Region |
| 36 | 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 ) Add 10% for Hilly Region |
| 37 | 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 ) Add 10% for Hilly Region |
| 38 | 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 )Add 10% for Hilly Region |
| 39 | Item No. 9 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) Add 10% for Hilly Region |
| 40 | 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) Add 10% for Hilly Region |
| 41 | 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 Add 10% for Hilly Region |
| 42 | Item No.12Providing 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) Add 10% for Hilly Region |
| 43 | 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) |
| 44 | 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) |
| 45 | 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) |
| 46 | 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) |
| 47 | 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) |
| 48 | 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) |
| 49 | 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) |
| 50 | 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) |
| 51 | 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) |
| 52 | PUMPING MACHINARY FOR Ex.SOURCE 5 BHP Item No.1Providing, 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 150mm (with Bronze/ Stainless steel Impeller) 5 BHP suitable for 69 mtr head & 4593 litres/hr discharge. (MJP MECH SSR 21-22 P.NO.1 PM 1-2-5) Item rate Increase 2% For Hilly area on Supply 29584 Increase 20% For Hilly area on Erection 3890 |
| 53 | Item No.2 Providing and Fixing L.T. skeleton panel board upto 5 HP. (As per detail sheet attached) |
| 54 | Item No. 3 Supplying and erecting flat flexible 4 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) Add 20 % for Hilly Region |
| 55 | 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 65 mm dia (heavy) on well (MJP CSR 2021-22 P. No. 82 l. No. 1.III.1.c.vii) |
| 56 | 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) Add 10% For Hilly area on Erection |
| 57 | 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) Add 10% For Hilly area on Erection |
| 58 | 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) |
| 59 | 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) |
| 60 | 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) |
| 61 | 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) |
| 62 | Pumping Machinary For Existing Well 7.5 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). |
| 63 | Item No.2 Providing and Fixing L.T. skeleton panel board upto 7.5 HP. (As per detail sheet attached) |
| 64 | ITEM NO.3 Supplying and errecting flat 3 core 6sq mm PVC Sheathed subersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. Add 20% for Hilly Region. |
| 65 | 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 Add 10% For Hilly area on Erection (MJP CSR 2021-22 P. No. 82 l. No. 1.III.1.c.vii) |
| 66 | 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 - 1 100mm dia Add 10% For Hilly area on Erection (MJP CSR 2021-22 P. No. 131 l. No. 1 a). v) |
| 67 | 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 M DIA Add 10% For Hilly area on Erection (MJP CSR 2021-22 P. No.132l. No. 2Aiii) |
| 68 | 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) 100 MM DIA Add 10% For Hilly area on Erection (MJP CSR 2021-22 P. No.135l. No. 4 v) |
| 69 | 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) Item rate 2% increase for hilly area on supply rate = 794 20% increase for hilly area on Erection rate = 75 Total (MJP Mech. CSR 2021-22 P. No.7 PM11-1) |
| 70 | ITEM NO.9 Providing 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 - 2Nos 1. For panel board- 1No. For hilly area increase 20% (PWD Elec. CSR 2021-22 Item No. 9-1-3) |
| 71 | 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 |
| 72 | Rising Main ITEM NO.1 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipessuitable for potable water with solvent cementjoints including cost of couplers, as per ISspecification no. 4985 / 1988 excluding GSTlevied by GOI and GOM in all respect, includingtransportation, freight charges, inspectioncharges, loading, unloading, conveyance to thedepartmental stores and stacking the same inclosed shed duly protected from sun rays andrains including cost of jointing material i.e.solvent cement, etc. complete (selffit type to bejointed with cement solvent) PVC Pipes-Working pressure 6Kg/cm2.,Dia. Is 90 mmPure water rising main from Pr.Well to Junction 1 (110 mm HDPE 8Kg/cm2) MJP SSR Section ( Revised Date- 18/11/2021 ) |
| 73 | Pure water rising main from Junction 1 to Junction 2 (140 mm HDPE 8 kg/cm2) |
| 74 | Pure water rising main from Junction 1 to Pr.ESR (110 mm HDPE 8 kg/cm2) |
| 75 | Providing and supplying ISI standard pvc specials & fittings including transportation to stores/ site,loading,unloadingchargesexcludingGSTleviedby GOI & GOM,etc. complete.10% cost of pipesMJP SSR Section I (II) Page No. 76 |
| 76 | 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 |
| 77 | 1% cost of pipes MJP SSR 2021-22 Section I (e) Page No. 97 |
| 78 | 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 GOI & GOM in all respect etc. completea) Sluice valves - PN -1 Without byepassarrangement100 mm Dia For Sluice MJP DSR 2021-22 SECTION- E Sr.No.2 pg.no.42 |
| 79 | ITEM NO. 4 Providing double flange sluice valveconfirming forIS- 14846 including worn geararrangements asper test pressure, stainlesssteel spindle, caps, including inspectioncharges, transportation uptodepartmentalstore, unloading, stackingexcluding GSTlevied by GOI & GOM in allrespect etc.complete |
| 80 | 125 mm Dia (Sluice Valve) |
| 81 | Item No.5Providing 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 -1 50 mm dia |
| 82 | Mechanical Tee 150x150x150mm(MJP SSR 2021-22 P. No 148 I.No 8/a/1) |
| 83 | ITEM NO. 6 Labour Section 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 Total Excavation MJP DSR 2021-22 SECTION- E Sr.No.1 pg.no.42 (Add 10 % For Hilly Area) |
| 84 | 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(Add 10 % For Hilly Area) |
| 85 | ITEM NO.8Excavationfor 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 M MJP DSR 2021-22 SECTION- E Sr.No.5 pg.no.42(Add 10 % For Hilly Area) |
| 86 | 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)e. MJP DSR 2021-22 SECTION- E Sr.No.5 pg.no.42(Add 10 % For Hilly Area) |
| 87 | 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(Add 10 % For Hilly Area) |
| 88 | ITEM NO.11 Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II (with cement solvent joint/ring fit joint). 100 mm diaMJP SSR Section I (II) Page No. 80(Add 10 % For Hilly Area) |
| 89 | 140 MM Dia |
| 90 | ITEM NO. 12 Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. Working pressure 6 kg/cm2 110 mm Dia. MJP SSR Section I (II) Page No. 80 b) iii , iv)(Add 10 % For Hilly Area) |
| 91 | 140 MM Dia |
| 92 | 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) (Add 10 % For Hilly Area) |
| 93 | 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. 100 mm Dia (Add 10% For Hilly Area) |
| 94 | ITEM NO. 15 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves ( Rate for all class of valves)80 mm Dia For Sluice (MJP SSR 2021-22 P No.135 I.No.4a) |
| 95 | 100 mm Dia (Sluice Valve) |
| 96 | 125 mm Dia (Sluice Valve) |
| 97 | 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) |
| 98 | RCC ESR 76000 LITERS Stagging Height 12 M ITEM NO.1 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 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 capacity.Staging shall have to be designed with stresses of M-200 concrete for ESR. Howeverall RCCconstructionshould be done in M-300.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 capacity.Staging shall have to be designed with stresses of M-200 concrete for ESR. Howeverall RCCconstructionshould be done in M-300. RCC ESR Capacity 7600 Liters 12 m Staging Height, 3 m tank Height Cost of 75000Ltr @ 12m staging Cost of 1000 Ltr @ 12 m Stagging Height Cost of 76000Ltr @ 12m staging 5% decrease for zone II Total Cost for 76000 Ltr @ 12 m Stagging Ht (10% For Hilly Area. (MJP SSR P.No.214 Section K(II)2) |
| 99 | ITEM NO.2 Providing & 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 100 mm dia CI.D/F pipes |
| 100 | Outlet 125 mm dia CI.D/F pipes |
| 101 | Overflow 100 mm dia CI.D/F pipes |
| 102 | Washout 100 mm dia CI.D/F pipes |
| 103 | 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 mm80 mm to 300 mm dia ( M.J.P SOR 21-22P.NO 72 I.NO.6a) |
| 104 | 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 Valve Pn-1 Without bye-pass arrangemnt 125 mm dia.Sluice valve - outlet/Distribution |
| 105 | 100 mm dia.Sluice valve - outlet/Distribution |
| 106 | 100 mm dia.Sluice valve - outlet/Distribution |
| 107 | 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 Working Pressure 4 kg/cm275 mm |
| 108 | 90 MM |
| 109 | 110 MM |
| 110 | 140 MM |
| 111 | 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 |
| 112 | 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 |
| 113 | 1 % For Specials of Pipe cost |
| 114 | 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 |
| 115 | 80 mm sluice valve |
| 116 | 100 mm sluice valve |
| 117 | ITEM NO.4 LABOUR 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 1.5MJP DSR 2021-22 Section E Sr.No.7 Pg.No.42 |
| 118 | ITEM NO.5 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 |
| 119 | ITEM NO.6 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 1.5MJP DSR 2021-22 Section E Sr.No.1 Pg. No. 42 |
| 120 | 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 dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (BdA-3/259 Lift 0 to 1.5 (Add 10% For hilly Area) |
| 121 | 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-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 |
| 122 | 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 (Add 10% For hilly Area) |
| 123 | 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 Working Pressure 4 kg/cm275 mm |
| 124 | 90 mm |
| 125 | 110 mm |
| 126 | 140 mm |
| 127 | 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 Working Pressure 4 kg/cm2 75 mm |
| 128 | 90 mm |
| 129 | 110 mm |
| 130 | 140 mm |
| 131 | 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 |
| 132 | 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 |
| 133 | 80 mm sluice valve |
| 134 | 100 mm sluice valve |
| 135 | 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. 100 mm x 225 mm (20kg). MJP DSR 2021-22 Item No. 5a pg.no.223 (Add 10 % For Hilly Area) |
| 136 | 225 mm x 300 mm |
| 137 | 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 (Add 10 % For Hilly Area) |
| 138 | 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 |
| 139 | CHLORINATION ARRANGEMENT ITEM NO.1 Providing and installing simplegravityfeed disinfection arrangement with TCL powder solution on the percolation well / service reservoir including solution tankfeeding pipe, dosing arrangement all other accessories giving tgrialand test etc. complete. Drip Type Chlorinator 2 set |
| 140 | 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) |
| 141 | Fencing and M.S. gateFor Existing well ITEM 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 |
| 142 | Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia G.I. pipe, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting, etc. complete. MJP SSR Section-H: Miscellaneous P.No.58 (Add 10 % For Hilly Area) |
| 143 | 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 |
| 144 | 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 |
| 145 | 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 |
| 146 | FHTC ITEM NO.1Providing 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 ,transportati on 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 |
| 147 | Without Road Crossing)For 15 mm Service connection |
AI Tender Summary
Tender Timeline
Aug 08, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedAug 22, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 23, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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