Tender For Tandulwadi Water Supply Scheme Tq. Khamgaon, Dist.Buldana
Tender Value
58.38 Lakhs
Estimated cost
Bid Submission
12 Sep 2019
0 days left
EMD
59000
Bank guarantee accepted
Document Fee
1120
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
TANDULWADI → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Tandulwadi Water Supply Scheme Tq. Khamgaon, Dist.Buldana
BOQ
| NAME OF WORK :- TANDULWADI WATER SUPPLY SCHEME TQ. KHAMGAON, DIST.BULDANA | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Item no.1 \nTaking Trial bore (Core Bore Sampling) by Calyxe nachine with TCT/NX bits together undisturbed strata sanmples for inverstigation in all types of strata soft soil, Murum, hard Murum with boulders. Soft rock hard rock & quartizite etc. The item includes all Hire & running cost of Callyx Machine converying all materilas to site of work excluding conveyance of callyx, machine and back smpling all over burden styrata in glass jar and core samples serially nunbered at site in a wooden core Box samples to be taken at 1.0 m interval and converying to the place as directed by Engineering-Charge. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburdern only and shall be 1.0m above GL /with cap over it. | 0.1 | Rmt | |
| 2 | 2 | In hard Murm with boulder | 3 | Rmt | |
| 3 | 3 | in wetherd rock with bouiders | 1.5 | Rmt | |
| 4 | 4 | In wethered rock / Soft rock | 3 | Rmt | |
| 5 | 5 | In hard rock oter than quartzite | 7.5 | Rmt | |
| 6 | 6 | Supply well 7 m dia & 15 m deep | 0.1 | Rmt | |
| 7 | 7 | Item No.1\nExcavation in general in soft meteral in soft material comprising of soft soil hard murum with boulders etc as required in wet. Or dry condition for head work inbcluding remoing the exzcavated metrial upto a distance of 50 m veyond area and lifts as below, stacking as directed vy Enginbeer-in -Charge normal dewatering, preparing the bed for foundation and excludingh backfilling etc complete\n | 0.1 | Rmt | |
| 8 | 8 | Lift 0.00 to 1.50 m | 265.41 | Cum | |
| 9 | 9 | Lift 1.50 to 3.00 m | 214.89 | Cum | |
| 10 | 10 | Lift 3.00 to 4.50 m | 169.68 | Cum | |
| 11 | 11 | Lift 4.50 to 6.00 m | 129.76 | Cum | |
| 12 | 12 | Item No. 2 | 0.1 | Rmt | |
| 13 | 13 | Excavation in general in hard material comprising of soft rock, hard rock majara rock etc by basitng / controlled blasting, chiselling as required in wet or dry condition for head work i.e. intake well connecting pipe, jack well, pump house, supply well etc for lift 0 to 1.5 anbd lead of 1.50 m inculding baricating guarding disposing off surpulus excavated stuff within a radius of 0.5 km as directed by Engineer-in-charge excluding refilling \n | 0.1 | Rmt | |
| 14 | 14 | Lift 6.00 to 7.50 m | 42.39 | Cum | |
| 15 | 15 | Lift 7.50 to 9.00 m | 42.39 | Cum | |
| 16 | 16 | Lift 9.00 to 10.50 m | 42.39 | Cum | |
| 17 | 17 | Lift 10.50 to 12.00 m | 42.39 | Cum | |
| 18 | 18 | Lift 12.00 to 13.50 m | 42.39 | Cum | |
| 19 | 19 | Lift 13.50 to 15.00 m | 42.39 | Cum | |
| 20 | 20 | Item No. 3\nProviding and laying in situ 1:2:4 (M-150) grade of C.C. of trap/granite / quartzite/ gneiss metal for fondation and bedding including dewatering form work compacting and curing finishing etc complete with initial loift of 1.50 m below/above ground level \n | 2.97 | Cum | |
| 21 | 21 | Item No. 4 | 0.1 | Rmt | |
| 22 | 22 | Providing and laying in situ cemnet concete of trap/granite\n/quartizite/gneiss metal for RCC work in foundation like raft, grillage, strip fondation and fotting of RCC columns and steel stanchoions including normal dewatering form work compaction finishing and curing etc, complete. (By weigh batching and nmix esingn for M-250 and M-300 only Use of L & T A.C.C. ambuja, Birla Gold, MNIKGAD Rajashree etc cement is permitted) | 0.1 | Rmt | |
| 23 | 23 | Lift 5.00 to 10.00 m (Footing M-300) | 3.96 | Cum | |
| 24 | 24 | Item No. 5 | 0.1 | Rmt | |
| 25 | 25 | Providing and casting in situ C.C. of trap/granite/quartzite gneiss metal of approved quality for rcc work as per detalied drawing and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work compaction finishing the formed surface with CM1:3 of sufficient minmum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete (By weigh batching and mix design for M-250 and M-300 only Use for L&T, ACC, Ambuja Birla Golad, Manikgad, Rajashree etc cement is permitted excuding M.S. or Tor reinforce ment for RCC M-300 grade Slabs/Landings/Vertical Walls/Wasist Slabs/Steps for Staircase.\n | 0.1 | Rmt | |
| 26 | 26 | Walling (Lift 0.00 to 5.00M) | 38.25 | Cum | |
| 27 | 27 | Beam (Lift 0.00 to 5.00m) | 1.98 | Cum | |
| 28 | 28 | Item No. 6 | 0.1 | Rmt | |
| 29 | 29 | Refilling the trenches with available excavated stuff with soft mterial first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc complete \n | 331.05 | Cum | |
| 30 | 30 | Item No.7 | 0.1 | Rmt | |
| 31 | 31 | Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing of water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel) etc complete.\n | 1 | Job | |
| 32 | 32 | Item No.8 | 0.1 | Rmt | |
| 33 | 33 | Providing and fixing in position steel bar reinforcement of various diameter for RCC ipes, caps, footings foundation slabs beams columns canopies staircase newels chajjas, lintels pardies capings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete, (including cost of binding wire)\n | 0.1 | Rmt | |
| 34 | 34 | Lift 0.00 to 5.00 | 3.06 | MT | |
| 35 | 35 | Lift 5.00 to 10.00 | 0.48 | MT | |
| 36 | 36 | Item No.9 | 0.1 | Rmt | |
| 37 | 37 | Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation etc complete with all leads and lift\n | 39.33 | Cum | |
| 38 | 38 | Item No. 10 | 0.1 | Rmt | |
| 39 | 39 | Providing and filling in sand boxing in pipeline or for foundatin with sand of approved quality including watering compaction etc complet\n | 39.33 | Cum | |
| 40 | 40 | Item No.11 | 0.1 | Rmt | |
| 41 | 41 | Providing structrural steel work in single stanchions composed of RSJ, Channel etc with caps, bases, Mild Steel plates, angles, brackets cleats, gusset plates anchor bolts, etc as per detaild design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position making riveted bolted/wided connections and one coats of anticorrosive paint and over it two coats of oil painting etc complete\n | 0.26 | MT | |
| 42 | 42 | Item No.12 | 0.1 | Rmt | |
| 43 | 43 | Providing & fixing G.I. Raliing having 1 M height consisting 50X50X6mm thick M.S. angles as verticals at 1.5M C/C and additional posts at every corrner with 3 rows of 25 mm dia G.I. pipes of medium calss variety as horizontal and painting 3 coats of lil paint over 1 cost of anticorrosive paint of approved colur and shade including cost of all labour, Transporting bends to curved shape etc complete.\n | 18.2 | Rmt | |
| 44 | 44 | Item No.13 | 0.1 | Rmt | |
| 45 | 45 | Providing and fixing in position M/S ladder 0.50 M wide consisting of 75X10 mm m.S. flats as Stringers and 16 mm dia M.S. Bars in double rows as steps placed at 25 CM/c/c including cost of material and labour involved, wellding anchoring and applying 3 coat of anticorrosive paint etc complete as directed by Engineer in charge \n | 4 | Rmt | |
| 46 | 46 | Item No.14 | 0.1 | Rmt | |
| 47 | 47 | Providing and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts etc complete with all leads and lifts \n | 11.2 | Rmt | |
| 48 | 48 | Item No.15 | 0.1 | Rmt | |
| 49 | 49 | Providing and fixing M.S. chaquerred plate floorng of following thickness supported on M.S. angles (25X25X5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, amiking holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc complete as directed by Engineer-inCharge.\n | 11.25 | Sqm | |
| 50 | 50 | Item No.16 | 0.1 | Rmt | |
| 51 | 51 | Carrying our recupration / Yield test for ascertaining the discharge of construcuted well / excavated profile as directed by Engineer-in -Charge. The test carried out by drawing down water from the well / Profile below normal/subsoil water level upto full depth rise is recorded. The normal water level/suboil water level / subsoil water level in the well / profile as well as strainer/suction level at pump as per design of w.S. scheme shall be recorded prior to the test including cost of all materials, overload labours etc complete as directed.\n | 7 | Days | |
| 52 | 52 | Item No.17 | 0.1 | Rmt | |
| 53 | 53 | Providing and fixing in position C.I. type dapura steps of 22 mm dia M.S. bar step with proper anchorage, etc and providing and applying 3 coats of ant-corrosive paint, etc. complete as directed by Engineer-in-Charge\n | 21 | Nos | |
| 54 | 54 | Item No.18 | 0.1 | Rmt | |
| 55 | 55 | Drilling bore well of 115 mm dia including transportation charges of required for Horizontal Bore well \n | 90 | Rmt | |
| 56 | 56 | 3) CONSTRUCTION OF SWITCH ROMM (2.27 X 2.27 X3.0M) | 0.1 | Rmt | |
| 57 | 57 | Item No.1 | 0.1 | Rmt | |
| 58 | 58 | Excavation for foundation / pipe trnches 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 ed for foundatin and exculding backfilling etc complet \n | 7.15 | Cum | |
| 59 | 59 | Item No.2 | 0.1 | Rmt | |
| 60 | 60 | Excaation for foundation / Pipe trenches in hard murum with boulders WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifs as below, stacking and spreading as directed by Engineer-in-Charge, Normal dewatering preparing the bed for foundation and excluding back filling etc. complete.\n | 2.88 | Cum | |
| 61 | 61 | Item No.3 | 0.1 | Rmt | |
| 62 | 62 | Provding and laying in situ 1:3:6 (M-100) grae of C.C. of trap/granite / quartzite /gneiss metal for foundation and bedding including dewatering from work compacting and curing finishing etc complete with initial lift of 1.50 m below / above ground level.\n | 1.73 | Cum | |
| 63 | 63 | Item No.4 | 0.1 | Rmt | |
| 64 | 64 | Providing and laying situ cement concrete or trap/grnite/quartzite/gneiss metal for RCC work in foundation like raft, grillage, strip fondation 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 adn M-300 only use of L & T, A.C.C., Ambua, Biral God, Manikgad, Rajeashree, etc cement is permitted)\n | 0.1 | Rmt | |
| 65 | 65 | Footing in M200 | 1.33 | Cum | |
| 66 | 66 | Item No.5 | 0.1 | Rmt | |
| 67 | 67 | Providing and casting in situ C.C. of trap /granite/quartzite /geneiss metal fo approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-Charge including normal dewatering, centering from work compaction finishing the formed sufrface with CM1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete (By weigh batching and mix design for M-250 and M-300 only Use for L& T, ACC, Ambuja, Birla Golad Manikgad, Rajashree etc cement is permitted excluding M.S. or Tor reinforcement for RCC M-200 grade Slabs/Landings/Vertical Walls/Waist Slabs/Steps for staircase.\n | 0.1 | Rmt | |
| 68 | 68 | 1) Column in M200 | 0.99 | Cum | |
| 69 | 69 | 2) Beam & Lintel in M200 | 1.84 | Cum | |
| 70 | 70 | 3) Chajja in M200 | 0.14 | Cum | |
| 71 | 71 | 4) Slab in M200 | 1.03 | Cum | |
| 72 | 72 | Item No.6 | 0.1 | Rmt | |
| 73 | 73 | Providing 2nd class B.B. Masonary with conventional bricks in CM as below in super structure inner walls/external walls including normal dewatering, striking joints on unexposed faces, raking out jouints on exposed faces and watering etc complete in cement Mortor(1:6)\n | 7.58 | Cum | |
| 74 | 74 | Item No.7 | 0.1 | Rmt | |
| 75 | 75 | Providing and fixing in position steel bar reinforcement of various diameter for RCC ipes, caps, footings foundation slabs beams columns canopies staircase newels chajjas, lintels pardies capings, fins, arches, etc as per detailed designs, drawing and schdules including cutting bending hoking the bars, binding with wires or tack welding and supporting as required etc complete (including cost of binding wire) tor steel.\n | 0.53 | MT | |
| 76 | 76 | Item No.8 | 0.1 | Rmt | |
| 77 | 77 | Refilling the renches with availabel excavated stuff with soft material first over pipeline and then hard material in 15 Cm layers with all leads and lift including consolidation surcharging etc. Complete\n | 7.41 | Cum | |
| 78 | 78 | Item No.9 | 0.1 | Rmt | |
| 79 | 79 | Providing and fixing steel window of various size as per deatiled drawing without hot dip zinc coating without ventilator, including fabricating / glazing with Oil painting two coats complete (With guard bars 12 mm wquare at 10 cm C/C) | 1.08 | Sqm | |
| 80 | 80 | Item No.10 | 0.1 | Rmt | |
| 81 | 81 | Providing and fixing single leaf panelled door shutter without fanlight and shutter 35 mm thick as per drawing consiting of T.W. top rail size 100 mm X 35 mm and bottom and lock rail 200 mm X 35 mm insert panel 12 mm thick commercial ply faced t.W. particle bord with phenol formaldehyde synthetic rasin (Generally confirming to ISI 3097 excluding frame, including stainless stell fixtures fastening and T.W. beading at junctin of panels insets and as instructed by the Engineer in Charge including 3 Coats of lil painting etc complet\n | 2 | Sqm | |
| 82 | 82 | Item No.11 | 0.1 | Rmt | |
| 83 | 83 | Providing dry trap / granite / quartzite gneiss rubble stone soling in 15 cm to 20 cm thick layers (including hand packing and compacting) etc complete \n | 1.55 | Cum | |
| 84 | 84 | Item No.12 | 0.1 | Rmt | |
| 85 | 85 | Filling in plinth and floors trenches with contracrors murum for bedding in 15 CM to 20 CM layers including watering and compaction complete.\n | 2.32 | Cum | |
| 86 | 86 | Item No.13 | 0.1 | Rmt | |
| 87 | 87 | Providing internal cement plaster 12 mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, n all position including scaffolding and curring etc complete \n | 0.1 | Rmt | |
| 88 | 88 | 12 mm thick | 41.81 | Sqm | |
| 89 | 89 | 12 mm thick | 36.25 | Sqm | |
| 90 | 90 | Item No.14 | 0.1 | Rmt | |
| 91 | 91 | Provding and applying three coats of water proff cement paint of approved manufacoture and of approved colour to new plastered sufaces including scaffolding if necessary cleaning and perparing the surface, watering for two days etc complete.\n | 41.81 | Sqm | |
| 92 | 92 | Item No.15 | 0.1 | Rmt | |
| 93 | 93 | Providing and applying primer coat for wall surface to receive Olil bound distemper tratment etc complete | 36.25 | Sqm | |
| 94 | 94 | Item No.16 | 0.1 | Rmt | |
| 95 | 95 | Providing and applying washable Oli-bound distemper of approved colur and shade to old and new surfaces in two coats inclduing scaffolding preparing the surfaces (excuding the primer coat) etc complete | 36.25 | Sqm | |
| 96 | 96 | Item No.17 | 0.1 | Rmt | |
| 97 | 97 | Providing and laying Rough shanbad stone Flooring 25 mm to 30 mm thick and of required witch 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 | 5.15 | Sqm | |
| 98 | 98 | Item No.18 | 0.1 | Rmt | |
| 99 | 99 | Providing electrical work including casing fitting in switch room etc. | 1 | Job | |
| 100 | 100 | 4) PURE WATER PUMPING MACHINERY | 0.1 | Rmt | |
| 101 | 101 | Item No.1 | 0.1 | Rmt | |
| 102 | 102 | Provding errecting and giving test of submerible pum set confrming to L.S. 8034 and motor confirming to I.S. 9283 with water proff wiring pump shall be suitable for 64 M delivery head and discharge of 4.90 LPS with stainless steel shaft Motor suitable for working 415V (+/-) 10% 3 Phase, 50 HZ AC supply with cable guard thrst carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufactures design stream lined non return valve shall be providied with pump 3M submersible copper conductor cable and 2 pair of erection clamps, 65 mm width 150 mm Dia thick shall be provided with each pump.\nFor Supply Well \n3.00 HP Submerssible Pumpset 150 mm dia \n10250 LPH Discharge \n | 0.1 | Rmt | |
| 103 | 103 | 30.00 Head in M-150 mm dia | 2 | sets | |
| 104 | 104 | Item No.2 | 0.1 | Rmt | |
| 105 | 105 | Providing & erecting ISI Mark GI Pipe of following class and dia including all local and central taxes octroi inspection charges transportation to stores etc complete suction pipe \n | 0.1 | Rmt | |
| 106 | 106 | 80 mm dia G.I. Pipe (Medium) | 40 | Rmt | |
| 107 | 107 | Item No.3 | 0.1 | Rmt | |
| 108 | 108 | Provding & fixing ISI Mark CID/F rueflux valves (non-rerun valves) of followng dia inclduding railway freight, inspection charges, unloading from railway wagon loading into truck, transportation upto departmental stores, unloading stacking excluding GST levied by GOI & GOM in all respect etc complete | 0.1 | Rmt | |
| 109 | 109 | 80 mm dia Non Return Valve | 2 | Nos | |
| 110 | 110 | Item No.4 | 0.1 | Rmt | |
| 111 | 111 | Providing and fixing double flange sluice valve confirmaing for IS 14846 including worn gear arrngemtns as per test pressure stainless steel spindle, caps, including inspection charges transporation upto departmental store, unloading stacking excluding GST levied by GOI GOM in all respect etc | 0.1 | Rmt | |
| 112 | 112 | 80 mm dia sluice valve | 2 | Nos | |
| 113 | 113 | Item No.5 | 0.1 | Rmt | |
| 114 | 114 | Provding & fabricating of suitable size bae frame for submerssible pump sets | 2 | Nos | |
| 115 | 115 | Item No.6 | 0.1 | Rmt | |
| 116 | 116 | Supplying errecting G.I. Pipe A grade errected for enclosing armoured cable 25 mm dia for underground and above ground cable with etc complete to cover the cable all over | 0.1 | Rmt | |
| 117 | 117 | 25 mm dia GI Pipe | 200 | Rmt | |
| 118 | 118 | Item No.7 | 0.1 | Rmt | |
| 119 | 119 | Providing and fixing L.T. panel comprising of ameter, Voltmeter switches capacitor water level guard etc | 0.1 | Rmt | |
| 120 | 120 | for pump on supply | 1 | Nos | |
| 121 | 121 | Item No.8 | 0.1 | Rmt | |
| 122 | 122 | Providing & fixing elecric cable (Flat) 6 mm2 for submerssible pump complete. | 0.1 | Rmt | |
| 123 | 123 | 3core 6 Sq mm | 200 | Rmt | |
| 124 | 124 | Item No.9 | 0.1 | Rmt | |
| 125 | 125 | Provding & Supplying C.I. Specials flanged including all taxes (Central and Local) railway freight insurance unloading from railway wagon loding into truck transport ot site etc complete | 100 | kg | |
| 126 | 126 | Item No.10 | 0.1 | Rmt | |
| 127 | 127 | EARTHING Supplying & errecting galvanised cast iron earth plate size 60 X 60 X 6 CM Complete With all Materials, testing as per specification No. EA-EP | 2 | Job | |
| 128 | 128 | Item No.11 | 0.1 | Rmt | |
| 129 | 129 | Providing & making flanged joints to flanged C.I. Pipe of all classes / Specials etc including cost of all jointing materials (Rubber packing nut bolts etc) labour hydraulic testing etc complete | 10 | Nos | |
| 130 | 130 | Item No.12 | 0.1 | Rmt | |
| 131 | 131 | Providing & fixing 100 mm dia pressure gauge | 1 | Nos | |
| 132 | 132 | Item No.13 | 0.1 | Rmt | |
| 133 | 133 | Making trench in soft soil of suitable width & depth for laying provided L.T. cable up to 10 Sq mm complete As per specification No. C.W.-EXN-CTR | 150 | Rmt | |
| 134 | 134 | 5) PURE WATER RISING MAIN | 0.1 | Rmt | |
| 135 | 135 | Item No.1 | 0.1 | Rmt | |
| 136 | 136 | Providing and supplying in standard length ISI Mark rigid unplasticised PVC Pipe Suitable for potable water with solvent cement joint including cost of couplers as per IS Specification no 4985/1988 excluding GST levide by GOI and GOM in all respect including trasportatio freight charges inspection charges loading unloding converance to the departmental strores and stacking the same in colsed shed duly protected from sun rays and rains inclding cost of jointing material i.e. solvent cement etc complete (selffit type to be jointed with cement solvent)\n | 0.1 | Rmt | |
| 137 | 137 | 90 MM DIA pvc 6KG /CM2 PIPE | 660 | Rmt | |
| 138 | 138 | Item No.2 | 0.1 | Rmt | |
| 139 | 139 | Provding and suppluying D.I. Pipes (Push on joints pressure pipes of following class and diameters confirming to the I.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) excluding GST levided by GOI & GOM in all respect etc complete | 0.1 | Rmt | |
| 140 | 140 | 80 MM DIA pvc 6KG /CM2 PIPE | 30 | Rmt | |
| 141 | 141 | Item No.3 | 0.1 | Rmt | |
| 142 | 142 | Providing & Supplying PVC / GI specials (5% of cost of pipe shall be considered percent of specials for estimate purpose | 1 | Job | |
| 143 | 143 | Item No.4 | 0.1 | Rmt | |
| 144 | 144 | Providing and supplying ISI standard CI Flanged / S & S specials excuding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon loading into truck tranport to departmental store, unloading stacking etc complete | 0.1 | Rmt | |
| 145 | 145 | 80 X 80 X 80 mm dia all flanged tee | 52 | kg | |
| 146 | 146 | Item No.5 | 0.1 | Rmt | |
| 147 | 147 | Providing & Supplying cast iron Double Flanged NRV valve conforming to IS 2806/14846 including warn gear arragment as per test pressure stainless steel splindle end caps including all taxes transportation etc | 0.1 | Rmt | |
| 148 | 148 | 80 mm dia sluice valve | 3 | nos | |
| 149 | 149 | Item No.6 | 0.1 | Rmt | |
| 150 | 150 | Providing and supply Air Valves as per ISI14845-2000 and MJP's standard specifactions of approved make and quality of following diameters including railway freight inspection charges unloading from railway wagones loading into truck transportatin upto departmental stores, unloading and stacing excuding GST levied by GOI & GOM in all respect etc complete. | 0.1 | Rmt | |
| 151 | 151 | 25 mm dia single ball Air Valve | 2 | Each | |
| 152 | 152 | Item No.7 | 0.1 | Rmt | |
| 153 | 153 | Excavation for foundation / Pipe trnches 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 lifts as below, stacking and spreading as directed, manual dewatering preparing the bed for foundationand excluding backfilling etc complete | 48.3 | cum | |
| 154 | 154 | Item No.8 | 0.1 | Rmt | |
| 155 | 155 | Excavation for foundation / Pipe trnches in Hard murum including removing the excavated material upto a distance of 50 M and lifts as below stacking and spraeading as directed gy Engineer-in-charge normal dewatering preparing the bed for foundation and excluding backfilling etc complete. | 144.9 | Rmt | |
| 156 | 156 | Item No.9 | 0.1 | Rmt | |
| 157 | 157 | Excavation for foundation on / Pipe trenches in soft rock and old cement and lime masonary foundation asphalt road including removing the excavated material upto a distance of 50 M and lifts as below stacing and spreading as directed by Engineer-in-charge noramal dewatering preparing the bed for foundation and excuding backfilling etc complete | 144.9 | Rmt | |
| 158 | 158 | Item No.10 | 0.1 | Rmt | |
| 159 | 159 | Excavation for foundation / pipe trenches in hard rock by controlled basiting including trimming and levelling the bed by chiselling where necessary and 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. | 144.9 | Rmt | |
| 160 | 160 | Item No.11 | 0.1 | Rmt | |
| 161 | 161 | Lowering laying and jointing with PVC pipes and spcials of following diameter including cost of conveyance from stores to site of work including cost of all labour material except cement solvent rubber ring, giving satisfactory hydraulic testing as per IS code etc complete (With cements solvent joint / ring fit joint) working pressure 6 Kg/Sqm | 0.1 | Rmt | |
| 162 | 162 | 90 mm dia P.V.C. 6 kg /Sqcm Pipe | 690 | Rmt | |
| 163 | 163 | Item No.12 | 0.1 | Rmt | |
| 164 | 164 | Lowering laying and jointing with SBR rubber gaskets CI S/S pipe of various classes with CO / MS specials of following diamitter in proper position grade and alignment as directed by Engineer-in -charge including conveyance of material from stores to site of work including cost of jointing materials and rubber rings labour giving hydraulic testing etc complete. | 0.1 | Rmt | |
| 165 | 165 | 80 mm dia CL LA Class Pipes | 30 | Rmt | |
| 166 | 166 | Item No.13 | 0.1 | Rmt | |
| 167 | 167 | Lowering laying and jointing vales and specials of following calss and dimeter including conveyance from stores to site of works all labour giving satisfactory hydraulic test etc complete eithr underground or in vertical position as directed by Engineer-in-charge | 0.1 | Rmt | |
| 168 | 168 | 80 mm dia sluice valve | 3 | Rmt | |
| 169 | 169 | Item No.14 | 0.1 | Rmt | |
| 170 | 170 | Filling in plinth and floors /Murum bedding in trenches with approved murum from excavated material from foundation 15 CM to 20 CM layers including watering and compaction complete \n | 72.45 | Rmt | |
| 171 | 171 | Item No.15 | 0.1 | Rmt | |
| 172 | 172 | Providing and layin insity 1:2:4 M-150 grade of C.C. of trap/granite quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing finishing etc complete with initilal lift of 1..50 M below /above | 11.03 | Rmt | |
| 173 | 173 | Item No.16 | 0.1 | Rmt | |
| 174 | 174 | Providing and fixing in position air valve shaft inclduinding providing and fixing G.I. Medium Class or 6 mm thick M.S. Pipe shaft 2.7 Long over vrach flange of air valve tee providing pcc block of M-150 concrete 150 mm thick aroun the air valve tee inclduding encasing of vertical shaft n PCC M-150 as shown in type design together with providing and making flanged jonts wherver required and fixing of air valve over the shaft excluding cost of air vavle and vranch flanged air valve tee, etc complete as per type desihn and as per directed by Engineer-in-charge for following diameters of pipe line | 0.1 | Rmt | |
| 175 | 175 | Upto 150 mm dia Pipe line | 2 | Rmt | |
| 176 | 176 | Item No.17 | 0.1 | Rmt | |
| 177 | 177 | Providing and fixing M.S. Air valve boxes fabricated with 2 mm thick M.S. plate 30 X 30 X 3 size M.S. angle frame, Concreting in M150 for fixing the box in position applying two coats of oil paint, painting chainage, locking arragement etc complete as directed by Engineer-in-charge etc= | 2 | Rmt | |
| 178 | 178 | Item No.18 | 0.1 | Rmt | |
| 179 | 179 | Providing and constructing B.B. Masonary valve chamber with 15cm thick 1:3:6 Proporation PCC bedding excluding excavation B.B. masonary inC.M. 1:5 Proportion precast RCC rrame and Cover etc complete as directed by Engineer in Charge | 0.1 | Rmt | |
| 180 | 180 | Chamber Size 90 X 60 Cm | 3 | Rmt | |
| 181 | 181 | Item No.19 | 0.1 | Rmt | |
| 182 | 182 | Hydraulic Testing of PVC pipe line to specifiled pressure including cost of all meterials and labour and water for testing for specifiled length including cutting placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specifiled 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 .\n | 0.1 | Rmt | |
| 183 | 183 | 90 MM DIA pvc 6KG /CM2 PIPE | 0.69 | Rmt | |
| 184 | 184 | Item No.20 | 0.1 | Rmt | |
| 185 | 185 | Refilling the trenches with available excavated stuff with soft mterial first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc complete \n | 334.27 | Rmt | |
| 186 | 186 | 6) RCC ESR CAPACITY 29000 LIT. | 0.1 | Rmt | |
| 187 | 187 | Item No.1 | 0.1 | Rmt | |
| 188 | 188 | Designing (assthetically) and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of coluns internal and external bracings spaced vertically not more than 4.5 M centre to centre for Esr having capacity upto 500 Cum and not more than 6M. C/C for ESRs having capacity above 500 Cum including excavation in all types of strata foundation concrete 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 M all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout overflow and bypass arrangments as per departmental desing providing and fixing accessories such as M.S. ladder, C.I. Manhole frame and covers Water level indicatiors lightening conductor G.I. Pipe railing around walk | 0.1 | Rmt | |
| 189 | 189 | Way and top slab providing spiral stairecase from ground level\n to roof level & stainless steel ldder in container, M.S. grill gate of 2 M height with locking arrangment of approved design BB Masonary chmbers for all valves ventilating shafts providing and applying three coats of Acrylic emulsion with siliicon additives paint to the structure including roof slb epoxy painting to inernal surface & antitiermite treatment for underground parts of the structure and giving satisfactory water tightness test as per IS code the job to include paintng the name of the schemem and other details on the reservoir as per the directions of Engineer-in-charge | 0.1 | Rmt | |
| 190 | 190 | Note :-\n1) The design of the structure shall be in accordance with relevant (IS 456-1987, IS 875 -1987, IS 3370-1965 or revised)\n | 0.1 | Rmt | |
| 191 | 191 | 2) The Design shall satisfy the stipulations as per IS 1983-1984 and IS 13920/1993 for seismic force and IS 11682 / 1985 for RCC Staging of Overhead tanks \n | 0.1 | Rmt | |
| 192 | 192 | 3) For Designhaving more than 6 columns, provision of internal bracing is obligatory External bracing is also obligatary.\n | 0.1 | Rmt | |
| 193 | 193 | 4) The Entire structure shall be in \nM-250 mis However concrete in contact with water such as container base slab wall, foof slab & footing in water born area shall be in M-300 | 0.1 | Rmt | |
| 194 | 194 | 5) Plain round mild steel bars grade I \nconfirming to is 432 part-I or high yleld strenth deformed bars confirming to IS 1786 or IS 12193 shall be used, grade II mild steel bsars wioll not be allowed | 0.1 | Rmt | |
| 195 | 195 | 6) Inrespective of the type of Foundation\nproposed in the desing one set of bracing \nbe provied at the ground level | 0.1 | Rmt | |
| 196 | 196 | 7) These rates includeproviding M.S. Ladder for ESR\"s\nupto 2 lakh liters capacity and providing spiral staircase for ESR above 2 lakh lit. capacity. | 0.1 | Rmt | |
| 197 | 197 | 8) Staqging hight wiil have to be designed witj stresses of M-200 concreate. However all RCC Construcation Shuld be dond m 250 Expect concrete in contract with water shall be designed & construcerd in M300 | 0.1 | Rmt | |
| 198 | 198 | 9) These rater are Including the cost of uplift pressure if any and entire dewataering during execution in case of water logging area where water in struch at shallow dept extra provision of dewatering shall be made as per condition. | 0.1 | Rmt | |
| 199 | 199 | 10) All condtation given min the member Secretary's Circular No. MJP/TS-1/350/1668 Dt 2.8.97 and MJP/S-1/350/2127 Dt 13.7.99 shall be strictly followed and additional cvost if any, due to these conditions in inclued in the rates mentioned below. | 0.1 | Rmt | |
| 200 | 200 | 11) 75% part rate shall be payable for reinforcement cocreate and plastering items of containers of ERS till satisfactory hydraulic testing for water tightness in given and till that work shall be treated as Incomplet. | 0.1 | Rmt | |
| 201 | 201 | 12) The rate as Indicated in the table are eccluding the cost of pipe s, specials, valves, required for inlet, outlet, washout, overflow and bypass arrangements the scope of thew pipe vassmbly work shall be upto 5 M byopund outside face of the outremost column. | 0.1 | Rmt | |
| 202 | 202 | 13)For ESR upto 500 cum capacity CLDF pipes upto 300 mm dia shall be provied and specials shouled be used. For ERS above 500 cum M.S. pipes and specials ( minimum 8mm thick up to 500 mm thickness above 500 dia ) shall be used with proper anticorrosive epoxy treatment from insiode and outside. | 0.1 | Rmt | |
| 203 | 203 | 14) Below mentioned rates are for foundation with indivinal footing with bearing capacity of 20 tonnes per sqm. For raft foundation these RTATES SHALL BE INCRASED BY 77.5% where safe bearing capacity (SBC)is 5 Mt per sqm and by 5% where SBC is more than 5 mt/sqm and upto 10 MT/ sqp This % of 7.5% is applicable for estmiation of amount of LSitem of ESR For Extra item due to change from indivinal foundation to raft avcual increase in concerete and steel be paid as per relevent DSR item. | 0.1 | Rmt | |
| 204 | 204 | 15) The rate shall be increased by 30% for bearing piles upto to dept 10 m and for further increaseed in dept by 5 m each it shall be increaseed by another 10.5 Theses retes are applicable where raft is not feasible for pipe foundation suface resistant cement shall only br used Single pipe for the column is not permitted Group of pipes shall be designed with pipe cap for each column of ESR. | 0.1 | Rmt | |
| 205 | 205 | 16) These rate are applicable for staging hight of 12m. These reates shall be increased or Decreased for per meter variation in the staging hight as below 12to 16 M staging 2% per in 16 to 20 M staging 3% per m | 0.1 | Rmt | |
| 206 | 206 | 17) Following rates are for seismic Zone-IV these rates shall be Incereased by 5% and for Seimic zone-II these ratews shall be decreased by 5% | 0.1 | Rmt | |
| 207 | 207 | RCC ESR 20000Lit capacity | 1 | Rmt | |
| 208 | 208 | Ieam no- 2 Provioding and supplying ISI standard CI double flanged including all Taxes , insurance, unloading from railway wagon, loading into truk transport to stres, unloading etc, cpomplete as directed by Enginner -in-charge | 0.1 | Rmt | |
| 209 | 209 | 80 mm dias CIDf pipes | 73 | Rmt | |
| 210 | 210 | Ieam no- 3 Provioding and supplying ISI standard CI flanged /s|% s specials excluding GST levvied by GOI & GOM inm all repect includijngg raiway freight, insurance, unloading from railway wagon, loading into truk transport to depertmental store, unloading stacking etc, complete. | 0.1 | Rmt | |
| 211 | 211 | 80 mm dias CIDfSlulce Valve | 3 | Rmt | |
| 212 | 212 | Ieam no- 4 Provioding and supplying ISI standard CI flanged /s|% s specials excluding GST levvied by GOI & GOM inm all repect includijngg raiway freight, insurance, unloading from railway wagon, loading into truk transport to depertmental store, unloading stacking etc, complete. | 0.1 | Rmt | |
| 213 | 213 | Diameter 800 mm to 300 mm | 221 | Rmt | |
| 214 | 214 | 7) DISTRIBUTION SYSTEM \niteam no- 1 Provioding and supplying in standard lenghts ISI mark rigid unplsricised PVC pipes suitable for portable warter in solvent cement joints including cost of cojplers as pre Is specification no 4985/4988 including all local and central taxes, transporation, freight charges, inspoection chargesd, loading, unloading, converyance to the deparmental stroes/ site and stacking the same in closed shed duly procted from sun rays and rain incluing cost of jointing materia i.e. solvent cement, etc. complete ( selffit type to be joined witj cement solvent ) Working Pressure 4 Kg/ Sqom. | 0.1 | Rmt | |
| 215 | 215 | 90 mm dia PVC 4 kg/cm2 | 370 | Rmt | |
| 216 | 216 | 75 mm dia PVC 4 kg/cm2 | 3218 | Rmt | |
| 217 | 217 | iteam no-2 Provioding and supplying Cast Iron double Flange sluice vaive confirming to IS 2806/14846 including worn gear arrangements as per test pressure, stainless, steel apindle, caps, including inspection charges, treansportation etc. complete. | 0.1 | Rmt | |
| 218 | 218 | 80 mm dia CIDf Slulce Valve | 12 | Rmt | |
| 219 | 219 | 80 mm dia CIDf Slulce Valve | 6 | Rmt | |
| 220 | 220 | iteam no-3 Provioding and supplying PVC/GI Pipes (10% of pipes cost) | 1 | Rmt | |
| 221 | 221 | iteam no-4 Providing ISI mark G.I. pipe of flowing class and dia excluding GST levied by GOI and GoM in all respect includiong inspection charges. Treansportationm to stores, etcx. Complete as per IS-1239/2004 | 0.1 | Rmt | |
| 222 | 222 | 80 mm dia CIDG.I. pipe medium class | 30 | Rmt | |
| 223 | 223 | iteam no-5 Excavation for fopundation/ pipe trenches in earth, xoils of all types, sand, gravel and soft murum,including removing the excavated materail upto a distance of 50 meters and lifts as below, stacking and spreading as directed, manual dewatering preparing the bed for foundtation and excluding backfilling, etc. complete. | 252 | Rmt | |
| 224 | 224 | iteam no-6 Excavation for foundation/ pipe trenches in hard murum with boulders WBM roads includeing removing the excavated materail upto a distance of 50 meters and lifts as below, stacking and spreading as directed, by Enginner-in- chagre, normal dewartering, peapering the bed for foundation and excluding backfilling, etc. complete. | 756 | Rmt | |
| 225 | 225 | iteam no-7 Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonary foundationm, asphalt road including rewmoving the excavated material upto a distance of 50 M and lifs below stacking and spreading as directed, by Enginner-in- chagre, normal dewartering, peapering the bed for foundation and excluding backfilling, etc. complete. | 756 | Rmt | |
| 226 | 226 | iteam no-8 Excavation for foundation/ pipe trenches in hard rock and concrets road by controlled blasting including rewmoving the excavated material upto a distance of 50 M and lifs below stacking and spreading as directed, by Enginner-in- chagre, normal dewartering, peapering the bed for foundation and excluding backfilling, etc. complete. | 756 | Rmt | |
| 227 | 227 | iteam no-9 Lowering laying and jointing with P.V.C.pipes and spcials of following daimeters including cost of conveyance from stores to site of work including cost of all labour, material except cement solvent, rubber ring giving satisfactory, hydraulic testing as per IS code etc. complete (with cement solvent jiont /ring fit joint) working Pressure 8 kg/Sqm | 0.1 | Rmt | |
| 228 | 228 | 90 mm dia P.V.C. 4 kg/sqcm pipe | 370 | Rmt | |
| 229 | 229 | 75 mm dia P.V.C. 4 kg/sqcm pipe | 3218 | Rmt | |
| 230 | 230 | iteam no-10 Lowering laying and jointing G.I.pipes and spcials of following class and dimeter including f conveyance from stores to site of work including cost of all labour, giving satisfactory, hydraulic test etc.complete eitheer underground or in vertical podotion as directed by Enginner- in- charge. | 0.1 | Rmt | |
| 231 | 231 | 80 mm dia G.I. pipe medium class | 30 | Rmt | |
| 232 | 232 | iteam no-11 Lowering laying and jointing Valves and spcials of following class and dimeter including f conveyance from stores to site of works, all labour, giving satisfactory, hydraulic test etc.complete eitheer underground or in vertical position as directed by Enginner- in- charge. | 0.1 | Rmt | |
| 233 | 233 | 80 mm dia CIDf Slulce Valve | 6 | Rmt | |
| 234 | 234 | iteam no-12 Providing and fixing C.I. road box including loading unloading and carting to site of work includiong all necessary excavation in all type of strata and fixing in murum packing etc. complete. | 0.1 | Rmt | |
| 235 | 235 | 100 MM X 225 MM (20KG/NO) | 6 | Rmt | |
| 236 | 236 | iteam no-13 Releffing and fixing trenches with avaliable excavated stuff with soft material first over pipe line and then hard material in 15 cm layers with all leads and lifts including consolidation surcharing etc. complete. | 2398.44 | Rmt | |
| 237 | 237 | iteam no-14 profidign and laying in situ 1:2:4 (M-150)grade of C.C. of trap/ granite/ quarzite/ gnesie metal for foundation and bedding including dewatering from work compacting and curing, finishing etc. complet with lift lit of 1.50 m below/above ground level. | 105 | Rmt | |
| 238 | 238 | iteam no-16 Hydraulic lesting of PVC pipe line to spedifed pressure includiong cost of all materilas 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 perssure gaugess and other necessary/ equipment, labour , operation charges, etc. required for testing. The rate under this iteam shall also inclued cost of retesting , if necessary and reinstaing to original position . | 0.1 | Rmt | |
| 239 | 239 | 90 mm dia P.V.C. 4 kg/cm2 pipe | 1.87 | Rmt | |
| 240 | 240 | 75 mm dia P.V.C. 4 kg/cm2 pipe | 4.35 | Rmt | |
| 241 | 241 | B)miscellanous works | 0.1 | Rmt | |
| 242 | 242 | iteam no-1 Commisioning running and maintainming the scheme to quantities rates capacity including manning necessary personal such as operatoter valveman etc. aas per requimments of the scheme and who should also administerde chemical dose for a period of one month together with rraining a personal paired by MJP/ Local body and handing over the schme to local body after completion of the above period as directed by enginners charge. | 0.1 | Rmt | |
| 243 | 243 | a)For Single village (For One Year ) | 6 | Rmt | |
| 244 | 244 | iteam no-2 Provioding and erecting including fabricating .90 Mt. High decoralive type chain link fencing witj panerlling made out of M.S. angle 50 mm x50 mm x6 mm for frame work with M.s. flat 40 mm x5 mm welded for fastening chain link with frame angler and chain link mesh of 10 gauge & having hole size 65 mm panelling supported of post made M.s. flat 520 mm x6 m m on reitheer side of pannel includiong fixing posts in C.C. 1:4:8 block and fasteing the chaion link painting the exposed structural stell work with oil; paint (M.s. flat post to be 1.05 mr in hight above ground level ) including constructing BB masonary 23 cm thick 0.50 m in ht. (0.20m below g.l. AND 0.30M ABOVE g.l) including cement plaster in C.M. 1.5 and colour washing etc. complete. | 57.5 | Rmt | |
| 245 | 245 | iteam no-3 Providing and fixing M.s gate 2.5 M wide for compound witj 40 mm dia M s black pipe medium class approved grill work, RCC M- 150 side pillares of 25 cmx40 cmx2.5 M hight, its foundation, finishing, painting,etc. complete. | 1 | Rmt |
AI Tender Summary
Tender Timeline
Aug 22, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 12, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 13, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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