Rural Development Department has published Deogaon Village Water Supply Scheme Tal . Niphad Dist . Nashik Deogaon Village Water Supply Scheme Tal . Niphad Dist . Nashik. Submission Date for this Tender is 28-08-2020. Water Supply Project Tenders in Deogaon tal Niphad Maharashtra. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 12-Aug-2020 | Corrigendum No 1 | Technical Bid | 28-08-2020 |
Name of Work: Revised Devgaon Water Supply Scheme Tal-Niphad Dist.Nashik | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Sub Work No.1 : EXISTING PRODUCTION WELL DEEPANING @ MAHADEV NAGAR\nItem No.1 : Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry 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, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. Hard Strata \nLift 12.00 to 13.50 M | BI01010001010000000000000515BI0100001113 | 42.39 | Cum |
2 | 2 | Lift 13.50 to 15.00 M | BI01010001010000000000000515BI0100001114 | 42.39 | Cum |
3 | 3 | Lift 15.00 to 16.50 M | BI01010001010000000000000515BI0100001115 | 42.39 | Cum |
4 | 4 | Lift 16.50 to 18.00 M | BI01010001010000000000000515BI0100001116 | 42.39 | Cum |
5 | 5 | Item No-2 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete | BI01010001010000000000000515BI0100001117 | 2250 | BHP |
6 | 6 | Item No. 3 Providing stuctural 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 detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete. | BI01010001010000000000000515BI0100001118 | 0.298 | M.T. |
7 | 7 | Item No. 4 Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001119 | 8.16 | Sqm |
8 | 8 | Item No - 5 Providing and Drilling Inwell Boring including transporting the required euipment to the site, all material and labour, fuel , etc. complete. | BI01010001010000000000000515BI0100001120 | 120 | Rmt |
9 | 9 | Item No - 6 Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted 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 in water level is recorded. The normal 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. overhead, labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days. Lph more than 25,000 | BI01010001010000000000000515BI0100001121 | 7 | day |
10 | 10 | Sub Work No.2 : PRODUCTION WELL @ Devgaon\n'Item No - 1 Taking Trial Bore (Core Bore Sampling) by Calyxe machine with TCT/NX bits together undisturbed strata samples for investigation 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 conveying all materials to site of work excluding conveyance of callyx, machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden Core Box, Samples to be taken at 1.0 m interval and conveying to the place as directed by Engineer-in-charge, The diameter of bore in overburden shall be 100 mm and of NX size (50mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburdern only and shall be 1.0 m above GL with cap over it. In Overburden (Soft soil, murum) | BI01010001010000000000000515BI0100001122 | 7.5 | Rmt |
11 | 11 | In Hard rock quartzite | BI01010001010000000000000515BI0100001123 | 10.5 | Rmt |
12 | 12 | Item No.2 : Excavation 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, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. \nSoft Strata Lift 0.00 to 1.50 M. | BI01010001010000000000000515BI0100001124 | 183.98 | Rmt |
13 | 13 | Lift 1.50 to 3.00 M | BI01010001010000000000000515BI0100001125 | 155.72 | Cum |
14 | 14 | Lift 3.00 to 4.50 M | BI01010001010000000000000515BI0100001126 | 129.82 | Cum |
15 | 15 | Lift 4.50 to 6.00 M | BI01010001010000000000000515BI0100001127 | 106.27 | Cum |
16 | 16 | Lift 6.00 to 7.50 M | BI01010001010000000000000515BI0100001128 | 85.07 | Cum |
17 | 17 | Item No.3 : Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry 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, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. Hard Strata Lift 7.50 to 9.00 M | BI01010001010000000000000515BI0100001129 | 57.7 | Cum |
18 | 18 | Lift 9.00 to 10.50 M. | BI01010001010000000000000515BI0100001130 | 57.7 | Cum |
19 | 19 | Lift 10.50 to 12.00 M | BI01010001010000000000000515BI0100001131 | 57.7 | Cum |
20 | 20 | Lift 12.00 to 13.50 M | BI01010001010000000000000515BI0100001132 | 57.7 | Cum |
21 | 21 | Lift 13.50 to 15.00 M | BI01010001010000000000000515BI0100001133 | 57.7 | Cum |
22 | 22 | Lift 15.00 to 16.50 M | BI01010001010000000000000515BI0100001134 | 57.7 | Cum |
23 | 23 | Lift 16.50 to 18.00 M | BI01010001010000000000000515BI0100001135 | 57.7 | Cum |
24 | 24 | Item No.4 : Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. | BI01010001010000000000000515BI0100001136 | 4200 | BHP |
25 | 25 | Item No.5 : Providing and laying in situ cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000 | BI01010001010000000000000515BI0100001137 | 2.15 | Cum |
26 | 26 | Item No.6 : 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, plywood form work,bully/steel prop ups, 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 finssh 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 \nFor RCC M 200 a) R.C.C. Ring beam Lift 15 to 20 M | BI01010001010000000000000515BI0100001138 | 2.87 | Cum |
27 | 27 | For RCC M-200 Ring Wall Lift 0 to 5 M | BI01010001010000000000000515BI0100001139 | 38.45 | Cum |
28 | 28 | Item No.7 : Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, 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, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) Tor Steel Lift 0 to 5 M | BI01010001010000000000000515BI0100001140 | 4.56 | MT |
29 | 29 | Item No.8 : Providing stuctural 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 detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete. | BI01010001010000000000000515BI0100001141 | 0.41 | MT |
30 | 30 | Item No.9 : Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery/ trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001142 | 75.4 | Cum |
31 | 31 | Item No.10.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. | BI01010001010000000000000515BI0100001143 | 13 | Rmt |
32 | 32 | Item No.11.Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001144 | 7.6 | Sqm |
33 | 33 | Item No.12 : Providing and fixing in position C.I. Type dapuri 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. | BI01010001010000000000000515BI0100001145 | 32 | Nos |
34 | 34 | Item No.13 : 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. | BI01010001010000000000000515BI0100001146 | 243.74 | Cum |
35 | 35 | Item No.14 : Providing and Drilling Inwell Boring including transporting the required euipment to the site, all material and labour, fuel , etc. complete. | BI01010001010000000000000515BI0100001147 | 120 | Rmt |
36 | 36 | Item No.15 : Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted 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 in water level is recorded. The normal 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.overhead,labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days. | BI01010001010000000000000515BI0100001148 | 7 | Day |
37 | 37 | Item No. 16 Providing and applying two coats of water proof cement paint of approved Manufaturer and of approved colour and shade to the plastered surfaces including scaffolding if necessary excluding primer coat cleaning and preparing the surface, watering for two days complete. | BI01010001010000000000000515BI0100001149 | 24.51 | Sqm |
38 | 38 | Sub Work No.2 Switch Room\nItem No.1 : Excavation for foundation / pipe trenches in earth, soils of all types, gravel & soft murum, including removing the excavated material upto a distance of 50 M & lift as below, stacking & spreading as directed, normal dewatering, preparting the bed for foundation and excluding backfilling | BI01010001010000000000000515BI0100001150 | 15.16 | Cum |
39 | 39 | Item No.2 :Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing outwater manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulingcuring etc. complete.(Wooden planks/ shuttering will not be allowed)' PCC 1:2:4 (M-150) | BI01010001010000000000000515BI0100001151 | 2.07 | Cum |
40 | 40 | PCC 1:2:4 (M-150) coping | BI01010001010000000000000515BI0100001152 | 0.58 | Cum |
41 | 41 | Item No.3 :Providing uncoursed rubble masonry of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth of external walls including bailing-out water manually, striking joints on unexposed faces and watering complete. | BI01010001010000000000000515BI0100001153 | 13.37 | Cum |
42 | 42 | Item No.4 : Providing flush grooved pointing with cement mortar 1:3 for stone masonry including scaffolding and curing complete. | BI01010001010000000000000515BI0100001154 | 13.25 | Sqm |
43 | 43 | Item No.5 : Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. | BI01010001010000000000000515BI0100001155 | 6.96 | Cum |
44 | 44 | Item No.6 : Providing Brick masonry in cement mortar 1:6 using Second Class Burnt Bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete. | BI01010001010000000000000515BI0100001156 | 10.02 | Cum |
45 | 45 | Item No.7 : 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.) \na) R.C.C. M-250 Lintels | BI01010001010000000000000515BI0100001157 | 0.32 | Cum |
46 | 46 | \nb) R.C.C. M-250 Chajjas | BI01010001010000000000000515BI0100001158 | 0.18 | Cum |
47 | 47 | \nc) R.C.C. M-250 Slabs | BI01010001010000000000000515BI0100001159 | 1.79 | Cum |
48 | 48 | Item No.8 : 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, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire) | BI01010001010000000000000515BI0100001160 | 0.277 | MT |
49 | 49 | Item No.9 : Providing internal cement plaster 20 mm thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surfaces in all positions including scaffolding and curing complete. | BI01010001010000000000000515BI0100001161 | 43.65 | Sqm |
50 | 50 | Item No.10 : Providing sand faced plaster externally in cement mortar using Kharasalia/ Kasaba or similar type of sand, in all positions including base coat of 15 mm thick in CM 1:4 using water proofing compound at 1 Kg. per bag, curing the same for not less than 3 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in CM 1:4, finishing the surface by taking out grains and curing for fourteen days, scaffolding etc. complete. | BI01010001010000000000000515BI0100001162 | 47.54 | Sqm |
51 | 51 | Item No.11 : Providing and fixing rolling shutter fabricated from steel laths ofminimum thickness 0.9 mm with lock plate of 3.15 mm thicknessreinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operationarrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear) | BI01010001010000000000000515BI0100001163 | 1.62 | Sqm |
52 | 52 | Item No.12 : Providing and fixing steel window of various sizes as per details drawing without hot dip zincciating,withoutventilator,includingfabricating/glazing with plain/obscured glass panel of approved type and quality ,iron oxised fixture and fastenings.finishing with oil painting two coat etc. complete. | BI01010001010000000000000515BI0100001164 | 1.08 | Sqm |
53 | 53 | Item No.13 :Providing and fixing Mild steel grill work weighing 20 Kg/Sq.M. for windows, ventilators etc. as per drawing including fixtures, necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting complete. | BI01010001010000000000000515BI0100001165 | 1.71 | Sqm |
54 | 54 | Item No.14 : Providing and applying two coats of water proof cement paint of approved Manufaturer and of approved colour and shade to the plastered surfaces including scaffolding if necessary excluding primer coat cleaning and preparing the surface, watering for two days complete. | BI01010001010000000000000515BI0100001166 | 62.26 | Sqm |
55 | 55 | Item No.15: Providing and applying washable oil bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces excluding primer coat complete. | BI01010001010000000000000515BI0100001167 | 43.65 | Sqm |
56 | 56 | Item No.16: Providing and laying polished Kotah stone flooring 25 mm to 30 mm thick and of required with in plain / diamond pattern on a bed of 1:6 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete. | BI01010001010000000000000515BI0100001168 | 9 | Sqm |
57 | 57 | Sub Work No.3 : Pumping Machinery (15.00 BHP) @ Devgaon\nItem No.1 : Providing and erecting and giving test of 150 mm dia submersible pump sets conforming to IS 8034 and motor conforming to 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and bronze impelier .Motor suitable for working on 415v+10% ph 50hz A.C supply with cable guard ,thrust carbon /fiber bearing to with stand with cable entire hydraulic thrust,waterproof winding shall be provided .The pump set shall be suitable for direct coupling ,pump shall have suitable out let as per manufactures design ,Anti thrust stream lined non return valve shall be provided with the pump .Suitable valve shall be provided with the pump .Suitable suction strainer shall also be provided .3 core ,single /double run copper conductor submersible type of flat cable 3 m and 2 pairs of erection clamps 65 mm width 10 mm thick shall be provided along with thepump rates per pump up to 8 stages are as below 15.00 BHP Pumpset | BI01010001010000000000000515BI0100001169 | 2 | Nos |
58 | 58 | Item No.2 : Supplying & erecting automatic control pane for 3 Ph, 415 volt, A.c.Submersible/centrifugal pump set upto 10 HP consisting ofStar Delta starter having relay range 6-10 Amp,S.P.P., Combined ammeter / voltmeter, phaseindicating lamp enclosed in CRCA powdercoated Vibration proof encloserwith IP 54protection. Control Panel should offer single\nphasing, phase reversal, phase inbalence etc (Similar to LT model no.MU G15/ CAT NO. | BI01010001010000000000000515BI0100001170 | 2 | Nos |
59 | 59 | Item No.3 : Supplying, erecting & terminating PVC armoured cable 4 core 6 sq mm copper conductor continuous 5.48 sq mm (12 SWG)G.I. earth wire complete erected with glands &lugs, on wall/ trusses/pole or laid in providedtrench/ pipe as per specification no. CB-LT/CU 40core 6 Sq. mm Cable as Main Incoming | BI01010001010000000000000515BI0100001171 | 60 | Rmt |
60 | 60 | Item No.4 : Supply and erecting,flat flexible submersible cable with, copper conductor, PVC insulated, and PVC Seathed 3 x 10 core Submersible Cable | BI01010001010000000000000515BI0100001172 | 100 | Rmt |
61 | 61 | Item No.5 :Providing and Laying ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect includinginspection charges, transportation to stores, etc. completeinspection charges, transportation to stores, etc. as per IS-1239/2004.complete 100 mm GI. Pipe medium class | BI01010001010000000000000515BI0100001173 | 42 | Rmt |
62 | 62 | Item No.6 :Providing and supplying m.sClamps for Holding 100 mm dia G.I. Pipe | BI01010001010000000000000515BI0100001174 | 4 | No |
63 | 63 | Item No.7 : Providing and supplying tool for pumping | BI01010001010000000000000515BI0100001175 | 1 | Job |
64 | 64 | Item No.8 : Providing earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results asper specification No. EA-EP | BI01010001010000000000000515BI0100001176 | 2 | No |
65 | 65 | Sub Work No.4 : Pumping Machinery (3.00 BHP) @ mahadevnagar\nItem No.1 : Providing and erecting and giving test of 150 mm dia submersible pump sets conforming to IS 8034 and motor conforming to 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and bronze impelier .Motor suitable for working on 415v+10% ph 50hz A.C supply with cable guard ,thrust carbon /fiber bearing to with stand with cable entire hydraulic thrust,waterproof winding shall be provided .The pump set shall be suitable for direct coupling ,pump shall have suitable out let as per manufactures design ,Anti thrust stream lined non return valve shall be provided with the pump .Suitable valve shall be provided with the pump .Suitable suction strainer shall also be provided .3 core ,single /double run copper conductor submersible type of flat cable 3 m and 2 pairs of erection clamps 65 mm width 10 mm thick shall be provided along with thepump rates per pump up to 8 stages are as below 3.00 BHP Pumpset | BI01010001010000000000000515BI0100001177 | 2 | No |
66 | 66 | Item No.2 : Supplying & erecting automatic control pane for 3 Ph, 415 volt, A.c.Submersible/centrifugal pump set upto 10 HP consisting ofStar Delta starter having relay range 6-10 Amp,S.P.P., Combined ammeter / voltmeter, phaseindicating lamp enclosed in CRCA powdercoated Vibration proof encloserwith IP 54protection. Control Panel should offer single\nphasing, phase reversal, phase inbalence etc (Similar to LT model no.MU G15/ CAT NO. | BI01010001010000000000000515BI0100001178 | 2 | No |
67 | 67 | Item No.3 : Supplying, erecting & terminating PVC armoured cable 4 core 6 sq mm copper conductor continuous 5.48 sq mm (12 SWG)G.I. earth wire complete erected with glands &lugs, on wall/ trusses/pole or laid in providedtrench/ pipe as per specification no. CB-LT/CU 40core 6 Sq. mm Cable as Main Incoming | BI01010001010000000000000515BI0100001179 | 60 | No |
68 | 68 | Item No.4 : Supply and erecting,flat flexible submersible cable with, copper conductor, PVC insulated, and PVC Seathed 3 x 10 core Submersible Cable | BI01010001010000000000000515BI0100001180 | 100 | No |
69 | 69 | Item No.5 :Providing and Laying ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect includinginspection charges, transportation to stores, etc. completeinspection charges, transportation to stores, etc. as per IS-1239/2004.complete65 mm GI. Pipe medium class | BI01010001010000000000000515BI0100001181 | 42 | No |
70 | 70 | Item No.6 :Providing and supplying m.sClamps for Holding 100 mm dia G.I. Pipe | BI01010001010000000000000515BI0100001182 | 4 | No |
71 | 71 | Item No.7 : Providing earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results asper specification No. EA-EP | BI01010001010000000000000515BI0100001183 | 2 | No |
72 | 72 | Sub Work No.5 PURE WATER RISING MAIN @ DEOGAON \nPART - A - MATERIAL\nItem No.1 : Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight\ncharges, inspection charges, loading, unloading, conveyanceto the departmental stores and stacking the same in closedshed duly protected from sun rays and rains including cost ofjointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 140 mm Dia. PVC pipe 6 Kg/Cm2 | BI01010001010000000000000515BI0100001184 | 1400 | Rmt |
73 | 73 | Item No.2 : Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect includinginspection charges, transportation to stores, etc. completeinspection charges, transportation to stores, etc. as per IS-1239/2004.complete 150 mm Dia G.I Medium class pipe | BI01010001010000000000000515BI0100001185 | 100 | Rmt |
74 | 74 | Item No.3 : Providing G.I./P.V.C. specials as per standard specifications & dirction of incharge Engineer\n150 mm dia B Class | BI01010001010000000000000515BI0100001186 | 1 | Job |
75 | 75 | Item No.4 : Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportationupto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.\n 50 MM Dia Air Valve Double Ball Flanged | BI01010001010000000000000515BI0100001187 | 4 | No |
76 | 76 | Item No.5 : Providing , and supplying double flanged short body pattern type manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearings excluding C. C. foundation/ structural steel support confirming to IS 13095-1991,etc complete \nSluice Valve 150 mm dia for washout | BI01010001010000000000000515BI0100001188 | 1 | No |
77 | 77 | 150 mm Dia. Scoure Valve -PN-1.0 | BI01010001010000000000000515BI0100001189 | 1 | No |
78 | 78 | Item No.6 : Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation uptodepartmental stores, unloading, stacking excluding GSTlevied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984) \n150 mm Dia. Non Return Valve -PN-1.0 | BI01010001010000000000000515BI0100001190 | 1 | No |
79 | 79 | PART - B - LABOUR\nItem No.7 : Excavation for foundation / pipe trenches in earth, soils of all types,strata 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.all type strata | BI01010001010000000000000515BI0100001191 | 1050 | Cum |
80 | 80 | Item No.8 : 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. | BI01010001010000000000000515BI0100001192 | 157.5 | Cum |
81 | 81 | Item No.9 : Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). 140 mm dia. 6 kg/cm2 PVC Pipe | BI01010001010000000000000515BI0100001193 | 1400 | Rmt |
82 | 82 | Item No.10 : Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.\n150 mm dia G.I. pipe B class | BI01010001010000000000000515BI0100001194 | 100 | Rmt |
83 | 83 | Item No.11 : Lowering laying and jointing in position following Ci/D/F Reflux valves. Butterfly valves and sluice valves including cost of all labour joining material,inclduing nut bolts and giving satifactory hydraulic testing etc complete. (Rate for all class of Sluice Valves.) Sluice Valve 150 mm dia. | BI01010001010000000000000515BI0100001195 | 1 | No |
84 | 84 | Sluice Valve150 mm dia. | BI01010001010000000000000515BI0100001196 | 1 | No |
85 | 85 | Non ReturnValve150 mm dia. | BI01010001010000000000000515BI0100001197 | 1 | No |
86 | 86 | Item No.12 : Lowering, laying and fixing in proper alignment and position\nall types of C.I. D/F angle type spring loaded pressure relief valves including cost of all material, labour, cost of conveyance from stores to site of work and giving\nsatisfactory hydraulic testing, etc. complete. (For all class\nof valves.) Air Valve 50mm dia. | BI01010001010000000000000515BI0100001198 | 4 | No |
87 | 87 | Item No.13 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion 15 cm thick slab,etc.complete as directed by Engineer-in-charge. Size 0.90 x 0.60 x 1.20 | BI01010001010000000000000515BI0100001199 | 3 | No |
88 | 88 | Item No.14 : Providing and laying in situ following grades of C.C. of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curting, finishing etc complete b) 1:2:4 (M-150) grade for encasing | BI01010001010000000000000515BI0100001200 | 28.34 | Cum |
89 | 89 | Item No.15 : Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) upto 150 mm dia | BI01010001010000000000000515BI0100001201 | 4 | No |
90 | 90 | 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. | BI01010001010000000000000515BI0100001202 | 842 | Cum |
91 | 91 | Sub Work No.6 PURE WATER RISING MAIN @ MAHADEV NAGAR\nPART - A - MATERIAL\nItem No.1 : Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight\ncharges, inspection charges, loading, unloading, conveyanceto the departmental stores and stacking the same in closedshed duly protected from sun rays and rains including cost ofjointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 90 mm Dia. PVC pipe 6 Kg/Cm2 | BI01010001010000000000000515BI0100001203 | 1700 | Rmt |
92 | 92 | Item No.2 : Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect includinginspection charges, transportation to stores, etc. completeinspection charges, transportation to stores, etc. as per IS-1239/2004.complete 80 mm Dia G.I Medium class pipe | BI01010001010000000000000515BI0100001204 | 100 | Rmt |
93 | 93 | Item No.3 : Providing G.I./P.V.C. specials as per standard specifications & dirction of incharge Engineer\n | BI01010001010000000000000515BI0100001205 | 1 | Job |
94 | 94 | Item No.4 : Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportationupto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.\n 50 MM Dia Air Valve Double Ball Flanged | BI01010001010000000000000515BI0100001206 | 5 | No |
95 | 95 | Item No.5 : Providing , and supplying double flanged short body pattern type manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearings excluding C. C. foundation/ structural steel support confirming to IS 13095-1991,etc complete \nSluice Valve 80 mm dia for washout | BI01010001010000000000000515BI0100001207 | 1 | No |
96 | 96 | 80 mm Dia. Scoure Valve -PN-1.0 | BI01010001010000000000000515BI0100001208 | 1 | No |
97 | 97 | Item No.6 : Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation uptodepartmental stores, unloading, stacking excluding GSTlevied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984) \n80 mm Dia. Non Return Valve -PN-1.0 | BI01010001010000000000000515BI0100001209 | 1 | No |
98 | 98 | PART - B - LABOUR\nItem No.7 : Excavation for foundation / pipe trenches in earth, soils of all types,strata , 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. All Type of Strata | BI01010001010000000000000515BI0100001210 | 1260 | Cum |
99 | 99 | Item No.8 : 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. | BI01010001010000000000000515BI0100001211 | 189 | Cum |
100 | 100 | Item No.9 : Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). 90 mm dia. 6 kg/cm2 PVC Pipe | BI01010001010000000000000515BI0100001212 | 1700 | Rmt |
101 | 101 | Item No.10 : Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.\n80 mm dia G.I. pipe B class | BI01010001010000000000000515BI0100001213 | 100 | Rmt |
102 | 102 | Item No.11 : Lowering laying and jointing in position following Ci/D/F Reflux valves. Butterfly valves and sluice valves including cost of all labour joining material,inclduing nut bolts and giving satifactory hydraulic testing etc complete. (Rate for all class of Sluice Valves.) Sluice Valve 80 mm dia. | BI01010001010000000000000515BI0100001214 | 1 | No |
103 | 103 | Sluice Valve80 mm dia. | BI01010001010000000000000515BI0100001215 | 1 | No |
104 | 104 | Non ReturnValve80 mm dia. | BI01010001010000000000000515BI0100001216 | 1 | No |
105 | 105 | Item No.12 : Lowering, laying and fixing in proper alignment and position\nall types of C.I. D/F angle type spring loaded pressure relief valves including cost of all material, labour, cost of conveyance from stores to site of work and giving\nsatisfactory hydraulic testing, etc. complete. (For all class\nof valves.) Air Valve 50mm dia. | BI01010001010000000000000515BI0100001217 | 5 | No |
106 | 106 | Item No.13 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion 15 cm thick slab,etc.complete as directed by Engineer-in-charge. Size 0.90 x 0.60 x 1.20 | BI01010001010000000000000515BI0100001218 | 3 | No |
107 | 107 | Item No.14 : Providing and laying in situ following grades of C.C. of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curting, finishing etc complete b) 1:2:4 (M-150) grade for encasing | BI01010001010000000000000515BI0100001219 | 21.22 | Cum |
108 | 108 | Item No.15 : Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) upto 150 mm dia | BI01010001010000000000000515BI0100001220 | 5 | No |
109 | 109 | 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. | BI01010001010000000000000515BI0100001221 | 1038.72 | Cum |
110 | 110 | Sub Work No.5 : RCC ESR CAP.230000 Ltrs.n (st.12M. BC. 5.00 MT.) @ Deogaon \nItem No.1 : Dismantling of ESRs of various capacities and heights using crane (10 MT capacity) and handing over M.S./ C.I./ G.I. pipes, valves, bends, etc. to the Department However taking steel reinforcement by the dismantling agency including removing dismantled materials from site and disposing them at suitable place as directed, etc.complete | BI01010001010000000000000515BI0100001222 | 150000 | Lit |
111 | 111 | \nItem No.2 : 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/c for 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 charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. providing and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railing outside, 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.\nOther details as per Respective DSR\nNote : Bearing Capacity 5.00 MT. Stagging height - 12 M, RCC ESR Cap.230000 Litr. | BI01010001010000000000000515BI0100001223 | 1 | No |
112 | 112 | Item No.3 : Providing & Supplying ISI standard CI double flanged pipes including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to stores / site, unloading etc. complete as directed by Ehgineer-in-Charge. 150 mm dia. C.I. Pipe | BI01010001010000000000000515BI0100001224 | 49 | Rmt |
113 | 113 | Item No.4 : Providing , and supplying double flanged short body pattern type manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearings excluding C. C. foundation/ structural steel support confirming to IS 13095-1991,etc complete. Washout Sluice Valve 150 mm dia | BI01010001010000000000000515BI0100001225 | 3 | No |
114 | 114 | Outlet Sluice Valve 150 mm dia | BI01010001010000000000000515BI0100001226 | 1 | No |
115 | 115 | Item No.5: Providing and supplying ISI mark standard CI flanged S & S specials including all local taxes, (central and local) railway freight, insurance, unloading form railway wagon, loading into truck, transport to departmental stores / site, unloading stacking etc complete i) CIDF Pipe Specials. | BI01010001010000000000000515BI0100001227 | 850 | Kg |
116 | 116 | Sub Work No.9: RCC ESR CAP.30000 Ltrs.n (st.12 M. BC. 5.00 MT.) @ Mahadev Nagar\nItem 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/c for 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 charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. providing and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railing outside, 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.\nOther details as per Respective DSR\nNote : Bearing Capacity 5.00 MT. Stagging height - 12 M, RCC ESR Cap.230000 Litr. | BI01010001010000000000000515BI0100001228 | 1 | No |
117 | 117 | Item No.3 : Providing & Supplying ISI standard CI double flanged pipes including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to stores / site, unloading etc. complete as directed by Ehgineer-in-Charge. 80 mm dia. C.I. Pipe | BI01010001010000000000000515BI0100001229 | 49 | Rmt |
118 | 118 | Item No.4 : Providing , and supplying double flanged short body pattern type manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearings excluding C. C. foundation/ structural steel support confirming to IS 13095-1991,etc complete. Washout Sluice Valve 80 mm dia | BI01010001010000000000000515BI0100001230 | 3 | No |
119 | 119 | Outlet Sluice Valve80 mm dia | BI01010001010000000000000515BI0100001231 | 1 | No |
120 | 120 | Item No.5: Providing and supplying ISI mark standard CI flanged S & S specials including all local taxes, (central and local) railway freight, insurance, unloading form railway wagon, loading into truck, transport to departmental stores / site, unloading stacking etc complete i) CIDF Pipe Specials. | BI01010001010000000000000515BI0100001232 | 850 | Kg |
121 | 121 | Sub Work No.10 : Distribution System\nItem No.1 : Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). 140 mm dia 4 kg/cm2 | BI01010001010000000000000515BI0100001233 | 170 | Rmt |
122 | 122 | 110 mm dia 4 kg/cm2 | BI01010001010000000000000515BI0100001234 | 1465 | Rmt |
123 | 123 | 90 mm dia 4 kg/cm2 | BI01010001010000000000000515BI0100001235 | 2655 | Rmt |
124 | 124 | 75 mm dia 4 kg/cm2 | BI01010001010000000000000515BI0100001236 | 7270 | Rmt |
125 | 125 | Item No.2 :Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete .as per IS 1239/2004 \n80 mm dia. GI mediume B Class | BI01010001010000000000000515BI0100001237 | 542 | Rmt |
126 | 126 | Item No.3 Providing and supplying C.I./D.I./M.S. specials suitable for D.I. pipes including cost of all taxes, tranportatoin to site of works, loading, unloading, stacking etc. complete. | BI01010001010000000000000515BI0100001238 | 1 | job |
127 | 127 | Item No.4 : Providing , and supplying double flanged short body pattern type manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearings excluding C. C. foundation/ structural steel support confirming to IS 13095-1991,etc complete. Sluice Valve 150 mm dia | BI01010001010000000000000515BI0100001239 | 2 | No |
128 | 128 | Sluice Valve 100 mm dia | BI01010001010000000000000515BI0100001240 | 6 | No |
129 | 129 | Sluice Valve 80 mm dia | BI01010001010000000000000515BI0100001241 | 16 | No |
130 | 130 | PART - B - LABOUR\nItem No.5 : Excavation for foundation / pipe trenches in earth, soils of all types of Strata ,All 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. All Type of Strata | BI01010001010000000000000515BI0100001242 | 8471.4 | Cum |
131 | 131 | Item No.6 : 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. | BI01010001010000000000000515BI0100001243 | 1270.71 | Cum |
132 | 132 | Item No.7 : Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). 140 mm dia. 4 kg/cm2 PVC Pipe | BI01010001010000000000000515BI0100001244 | 170 | Rmt |
133 | 133 | 110mm dia 4 kg/cm2 | BI01010001010000000000000515BI0100001245 | 1465 | Rmt |
134 | 134 | 90 mm dia 4 kg/cm2 | BI01010001010000000000000515BI0100001246 | 2655 | Rmt |
135 | 135 | 75 mm dia 4 kg/cm2 | BI01010001010000000000000515BI0100001247 | 7270 | Rmt |
136 | 136 | Item No.8 : Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. 80 mm dia G.I. pipe B class | BI01010001010000000000000515BI0100001248 | 542 | Rmt |
137 | 137 | Item No. 9 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 excluding hydraulic testing etc. complete. (Rate for all class of valves.) Sluice Valve 150 mm dia. | BI01010001010000000000000515BI0100001249 | 2 | No |
138 | 138 | Sluice Valve 100 mm dia. | BI01010001010000000000000515BI0100001250 | 6 | No |
139 | 139 | Sluice Valve 80 mm dia. | BI01010001010000000000000515BI0100001251 | 16 | No |
140 | 140 | Item No.10 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion 15 cm thick slab,etc.complete as directed by Engineer-in-charge. Size 0.60 x 0.45 x 0.9 | BI01010001010000000000000515BI0100001252 | 22 | No |
141 | 141 | Item No.11: Providing and laying in situ following grades of C.C. of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curting, finishing etc complete b) 1:2:4 (M-150) grade for encasing | BI01010001010000000000000515BI0100001253 | 192.4 | Cum |
142 | 142 | Item No.12 : 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. | BI01010001010000000000000515BI0100001254 | 6956.69 | Cum |
143 | 143 | Sub Work No.11 : TRIAL RUN\nItem No.1 : Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. A) For Single Village (3 months) | BI01010001010000000000000515BI0100001255 | 1 | job |
144 | 144 | TCL Requirement | BI01010001010000000000000515BI0100001256 | 0.16146 | M.T. |
145 | 145 | MSEB charges | BI01010001010000000000000515BI0100001257 | 12085.2 | Watt |
146 | 146 | Gst 12 % Charges | BI01010001010000000000000515BI0100001258 | 1 | No |
147 | 147 | MSEB charges | BI01010001010000000000000515BI0100001259 | 1 | Job |
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