Tender For Water Supply Scheme To Government Ashram School At Bhormal, Tq. Surgana, Dist.Nashik
Tender Value
39.83 Lakhs
Estimated cost
Bid Submission
02 Jan 2020
0 days left
EMD
39837
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Surgana → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Water Supply Scheme to Government Ashram School at Bhormal, Tq. Surgana, Dist.Nashik
BOQ
| Name of Work: Water Supply Scheme to Government Ashram School at Bhormal, Tq. Surgana, Dist.Nashik | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Sub Work No. 1 - Production Well \nItem 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.\nTrial Bore In Over Burden (Soft Soil, Murum) | BI01010001010000000000000515BI0100001113 | 6 | Rmt |
| 2 | 2 | Trial Bore In Weathered rock / Soft rock | BI01010001010000000000000515BI0100001114 | 9 | Rmt |
| 3 | 3 | Item No. 2 - Excavation in general in soft material comprising of soft soil, soft murrum, 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 & lead 'of 1.50M including barricading, guarding, depositing oft surplus excavated stuff within a radius of 0.5km as directed by Engineer-in-charge-,etc 'complete excluding refilling. \nSoft Strata Lift 0.00 to 1.50 M | BI01010001010000000000000515BI0100001115 | 142.48 | Cum |
| 4 | 4 | Lift 1.50 to 3.00 M | BI01010001010000000000000515BI0100001116 | 117.75 | Cum |
| 5 | 5 | Lift 3.00 to 4.50 M | BI01010001010000000000000515BI0100001117 | 95.38 | Cum |
| 6 | 6 | Lift 4.50 to 6.00 M | BI01010001010000000000000515BI0100001118 | 75.36 | Cum |
| 7 | 7 | 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. \nHard Strata Lift Lift 6.00 to 7.50 M | BI01010001010000000000000515BI0100001119 | 42.39 | Cum |
| 8 | 8 | Lift 7.50 to 9.00 M | BI01010001010000000000000515BI0100001120 | 42.39 | Cum |
| 9 | 9 | Lift 9.00 to 10.50 M | BI01010001010000000000000515BI0100001121 | 42.39 | Cum |
| 10 | 10 | Lift 10.50 to 12.00 M | BI01010001010000000000000515BI0100001122 | 42.39 | Cum |
| 11 | 11 | Lift 12.00 to 13.50 M | BI01010001010000000000000515BI0100001123 | 42.39 | Cum |
| 12 | 12 | Lift 13.50 to 15.00 M | BI01010001010000000000000515BI0100001124 | 42.39 | Cum |
| 13 | 13 | 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.Note :- 1) The Contractor at his request may allowed to start construction of masonary steining so as not to allow silting of well in oncoming mansoon and while paying masonary, 25% amount shall be withheld and released only when excavation to the full depth is completed.2) Total dewatering charges are to be proposed in tender as lumpsum amount and 75 % is payable for excavation and 25% is payable for construction of well /gallery. Out of 75 % excavation breakup shall be as under 25 % for last 1 Mtr. Depth., 20% for 2 M depth which just above last 1 M depth. 15% for the rest of depth from water table level. The aboe conditions will restrict the tendancy of agencies to avoid deeping of wells etc. to the required depths. | BI01010001010000000000000515BI0100001125 | 2700 | BhPHr |
| 14 | 14 | 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 \nPCC M-15 | BI01010001010000000000000515BI0100001126 | 1.53 | Cum |
| 15 | 15 | Item No. 6 - Providing & casting in situ C.C. of trap / granite trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing & design or as directed by Engineer-in-charge including dewatering, centering from work compaction, finishing the formed surfaces with C.M.(1:1 1/2:3) of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if special finish is to be provided & curing etc. complete. (By weigh batching and mix M200. Only use of L&T, A.C.C., Ambuja, Birla gold Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement. \nRCC M-250 Ring Beam | BI01010001010000000000000515BI0100001127 | 3.06 | Cum |
| 16 | 16 | Item No. 7 - Providing & casting in situ C.C. of trap / granite trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing & design or as directed by Engineer-in-charge including dewatering, centering from work compaction, finishing the formed surfaces with C.M.(1:1 1/2:3) of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if special finish is to be provided & curing etc. complete. (By weigh batching and mix M200. Only use of L&T, A.C.C., Ambuja, Birla gold Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement. \nRCC M-250 Ring Wall | BI01010001010000000000000515BI0100001128 | 27.55 | Cum |
| 17 | 17 | Item No. 8 - Providing & fixing in position steel bar 'reinforcement of various dia. for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases, newels chajjas, lintels, pardies copings fins, arches, etc. as per detailed 'design & drawing & schedules, including cutting, bending, hooking the bars, binding with wire track 'welding & supporting as required, etc. complete \nTor Steel | BI01010001010000000000000515BI0100001129 | 2.3 | M.T |
| 18 | 18 | Item No. 9 - Providing & filling around the well boulders filling of selected variety & size of boulders including cost of all material labors transportation etc. complete with all leads lifts. | BI01010001010000000000000515BI0100001130 | 108.8 | Cum |
| 19 | 19 | Item No. 10 - Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete | BI01010001010000000000000515BI0100001131 | 122.01 | Cum |
| 20 | 20 | Item No. 11 - Providing structural steel work in rolled stanchions fixed with connecting plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connecting to truss members and like as per detailed desings and drawings or as directed by Engineer-in-charge including cutting, fabricating, hoisting, erecting, fixing in position, making riveted / bolted /welded connections and one coat of anticorrosive paints and over it two coats of oil painting, etc. complete. \nISMB 150 X 80 @ 14.90 Kg/m | BI01010001010000000000000515BI0100001132 | 0.29 | M.T |
| 21 | 21 | Item No. 12 - Providing and Fixing in well staining 80 mm dia. A. C. pipe as weep holes 1.5 m. c / c staggered pipe sloping out side of the well including cost of all material and labour involved with all leads and lifts etc. complete. | BI01010001010000000000000515BI0100001133 | 14.6 | Rmt |
| 22 | 22 | Item No. 13 - Drilling of Horizontal bore well 150 mm dia by D.T.C. machine, including transportation of machine at work site | BI01010001010000000000000515BI0100001134 | 120 | Rmt |
| 23 | 23 | Item No. 14 - 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. | BI01010001010000000000000515BI0100001135 | 7 | Day |
| 24 | 24 | Item No. 15 - 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 | BI01010001010000000000000515BI0100001136 | 10.05 | Sqm |
| 25 | 25 | Item No. 16 - 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. | BI01010001010000000000000515BI0100001137 | 14 | Nos. |
| 26 | 26 | 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, preparing the bed for foundation and excluding backfilling | BI01010001010000000000000515BI0100001138 | 15.28 | Cum |
| 27 | 27 | Item No. 2 - Providing dry trap/granite/quartzite/gneiss, rubble stone soling in 15 cm to 20 cm thick layers (including hand packing and compacting), etc. complete | BI01010001010000000000000515BI0100001139 | 1.87 | Cum |
| 28 | 28 | Item No. 3 - Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. | BI01010001010000000000000515BI0100001140 | 3.25 | Cum |
| 29 | 29 | Item No. 4 - Providing and laying in situ cement concrete M-10 /1:3:6 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 | BI01010001010000000000000515BI0100001141 | 2.5 | Cum |
| 30 | 30 | Item No. 5 - Providing uncoursed rubble masonry of trap/ granite/ quartzite/gneiss stones in cement mortar 1:5 in basements including scaffolding, bailing-out water manually, racking out joints when plastering is to be done striking joints where no pointing where no pointing or plastering is to be done and watering complete. Spec. No. Bd. H.2 Page No. 329 | BI01010001010000000000000515BI0100001142 | 12.22 | Cum |
| 31 | 31 | Item No. 6 - Providing Bricks masonry in cement mortar 1:6 using Second Class Burnt Bricks bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete. | BI01010001010000000000000515BI0100001143 | 8.72 | Cum |
| 32 | 32 | Item No. 7 - Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced 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 operation arrangement 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) | BI01010001010000000000000515BI0100001144 | 1.62 | Sqm |
| 33 | 33 | Item No. 8 - Providing and fixing steel windows of various sizes as per detailed drawings with welded square bars 12 mm at 10 cm centre to centre without hot dip zinc coating without/with ventilator including fabrication, glazing with non-acetinic/ plain/ obscured glass panes of approved type and quality, all fixtures and fastenings without teak wood boxing, and architraves and finishing with one coat of primer complete. | BI01010001010000000000000515BI0100001145 | 0.54 | Sqm |
| 34 | 34 | Item No. 9 - Providing and casting in situ Cement Concrete of metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces curing, etc. complete.. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted ) RCC M-250 - Beam | BI01010001010000000000000515BI0100001146 | 1.33 | Cum |
| 35 | 35 | Item No. 10 - Providing and casting in situ Cement Concrete of metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces curing, etc. complete.. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted ) RCC M-250 - Slab | BI01010001010000000000000515BI0100001147 | 1.56 | Cum |
| 36 | 36 | Item No. 11 - Providing and casting in situ Cement Concrete of metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces curing, etc. complete.. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted ) RCC M-250 - Chajja | BI01010001010000000000000515BI0100001148 | 0.16 | Cum |
| 37 | 37 | Item No. 12 - Providing & fixing in position steel bar 'reinforcement of various dia. for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases, newels chajjas, lintels, pardies copings fins, arches, etc. as per detailed design & drawing & schedule | BI01010001010000000000000515BI0100001149 | 0.21 | MT |
| 38 | 38 | Item No. 13 - Providing internal cement plaster 20mm thick in single coat in cement mortar 1:3 without neeru finish to stone masonry surfaces, in all positions including scaffolding and curing complete. Spec. No.: Bd.L.3 Page No. 368 | BI01010001010000000000000515BI0100001150 | 43.92 | Sqm |
| 39 | 39 | Item No. 14 - Providing sand faced plaster externally in cement mortar using Kharsalia/Kasaba or similar type of sand, in all positions including base coat of 15mm thick in C.M. 1:4 using waterproofing compound at 1kg.per cement 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 8mm thick in C.M. 1:4, finishing the surface by taking out grains and curing for fourteen days, scaffolding etc. complete. Spec. No.: Bd.L.7 Page No. 369 | BI01010001010000000000000515BI0100001151 | 53.67 | Sqm |
| 40 | 40 | Item No. 15 - Providing flush & groove pointing with cement mortar 1:3 for stone masonry including scaffolding and curing complete. Spec. No.: Bd.L.19 Page No. 373 | BI01010001010000000000000515BI0100001152 | 13.25 | Sqm |
| 41 | 41 | Item No. 16 - Providing and laying cement concrete flooring 50 mm thick with 1:2:4: cement concrete lead to proper level and slope in alternater bays including compaction filling joints marking line to gave the apperance to tilles of 30 cm x 30 cm or other size lwad diagonally / square etc.finishing smooth (with extra cement) in any colour as directed and curing complete. | BI01010001010000000000000515BI0100001153 | 9 | Sqm |
| 42 | 42 | Item No. 17 - Providing and applying washable oil bound distemper of approved colour and shade to old/ new surfaces, in three coats including scaffolding, preparing the surface to receive the priming coat and finishing coat etc. complete. | BI01010001010000000000000515BI0100001154 | 34.92 | Sqm |
| 43 | 43 | Item No. 18 - Providing and applying white wash in two coats on old /new plastered or masonry surface and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down, etc. complete. | BI01010001010000000000000515BI0100001155 | 9 | Sqm |
| 44 | 44 | Item No. 19 - Providing and applying two coats of waterproof cement paint of approved manufacture and of approved colour and plastered surface including scaffolding if necessary and preparing the surface curing etc. complete. | BI01010001010000000000000515BI0100001156 | 53.67 | Sqm |
| 45 | 45 | Sub Work No. 3 - Pumping Machinery \nItem No. 1 - Providing and erecting and giving test of 100 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 /bed 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 65 mm width 10 mm be provided along with thepump rates per pump up to 8 stages are as below. 1.91 LPS, 49 Mtr.Head 3.00 HP Pump Sets | BI01010001010000000000000515BI0100001157 | 2 | No |
| 46 | 46 | Item No. 2 - Supplying and erecting G.I.Pipe 'B'Class in position for suction, delivery for centrifugal Pump, vacuum pump and drop for submersible pump including plumbing with socket and necessary material G.I.Pipe 80 mm dia 'B'Class. | BI01010001010000000000000515BI0100001158 | 36 | Rmt |
| 47 | 47 | Item No. 3 - 3 core PVC insulated, PVC sheathed copper conductor flat submersible cable.\nSupplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. (3 Core 6 Sqmm Cable) | BI01010001010000000000000515BI0100001159 | 120 | Rmt |
| 48 | 48 | Item No. 4 - Providing and fixing M. S. clamps for Holding G. I. Pipe | BI01010001010000000000000515BI0100001160 | 2 | Rmt |
| 49 | 49 | Item No. 5 - Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.c.Submersible/centrifugal pump set upto 10 HP consisting of Star Delta starter having relay range 6-10 Amp, S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase \nimbalance etc. \nAutomatic Control Panel Board | BI01010001010000000000000515BI0100001161 | 2 | No |
| 50 | 50 | Item No. 6 - Providing tools for pumping ( Tools as per rate analysis included in sanctioned estimate.) | BI01010001010000000000000515BI0100001162 | 1 | No |
| 51 | 51 | Item No. 8 - Aluminium conductor 4 Core, XLPE / PVC insulated & armoured cable. \nSupplying and erecting, XLPE / PVC insulated, armoured cable 1100 V grade with ISI mark Four core, solid / stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner. | BI01010001010000000000000515BI0100001163 | 55 | Rmt |
| 52 | 52 | Item No. 9 - Cable earthing work to be carried out by using earth plate & earthing materials etc. complete. Galvanised cast iron earth plate. | BI01010001010000000000000515BI0100001164 | 2 | Job |
| 53 | 53 | Sub Work No. 4 - Pure Water Rising Main \nItem No. 1 - Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. 80 mm dia GI B Class | BI01010001010000000000000515BI0100001165 | 30 | Rmt |
| 54 | 54 | Item No. 2 - Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). \n90 mm dia 6 Kg/cm2 PVC Pipes | BI01010001010000000000000515BI0100001166 | 330 | Rmt |
| 55 | 55 | Item No. 3 - Providing G.I / PVC specials as per standard specifications & direction of incharge Engineer. Required specials as per bill Only. | BI01010001010000000000000515BI0100001167 | 1 | L.S |
| 56 | 56 | Item No. 4 - Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. \nSluice Valve 80 mm dia PN 1 | BI01010001010000000000000515BI0100001168 | 2 | No |
| 57 | 57 | Item No. 5 - 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 upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) Reflux Valve 80 mm dia PN 1 | BI01010001010000000000000515BI0100001169 | 2 | No |
| 58 | 58 | Item No. 6 - Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. \nSluice Valve 80 mm dia PN 1 (For Washout) | BI01010001010000000000000515BI0100001170 | 1 | No |
| 59 | 59 | Item No. 7 - Providing and supplying Air valve as per IS 14845-2000 and MJP Std Specification of approved make and quality of following dia including all taxes ( Central and local ) rly frieght inspection charges unloading from rly wagon loading in to truck transportatin upto Dept store/ site unloading and stacking etc complete \nAir valve 25 mm dia PN 1 | BI01010001010000000000000515BI0100001171 | 1 | No |
| 60 | 60 | Item No. 8 - Excavation for foundation/ pipe trenches in earth, soils of all types, sand gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. | BI01010001010000000000000515BI0100001172 | 50.4 | Cum |
| 61 | 61 | Item No. 9 - Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. | BI01010001010000000000000515BI0100001173 | 50.4 | Cum |
| 62 | 62 | Item No. 10 - Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. | BI01010001010000000000000515BI0100001174 | 75.6 | Cum |
| 63 | 63 | Item No. 11 - Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. | BI01010001010000000000000515BI0100001175 | 75.6 | Cum |
| 64 | 64 | Item No. 12 - 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. | BI01010001010000000000000515BI0100001176 | 37.8 | Cum |
| 65 | 65 | Item No. 13 - 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 GI B Class pipes | BI01010001010000000000000515BI0100001177 | 30 | Rmt |
| 66 | 66 | Item No. 14 - 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 Pipes | BI01010001010000000000000515BI0100001178 | 330 | Rmt |
| 67 | 67 | Item No. 15 - Lowering, laying, jointing in position following CIDF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) Sluice Valve 80 mm dia | BI01010001010000000000000515BI0100001179 | 2 | No |
| 68 | 68 | Item No. 16 - Lowering, laying, jointing in position following CIDF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) Reflux Valve 80 mm dia | BI01010001010000000000000515BI0100001180 | 2 | No |
| 69 | 69 | Item No. 17 - Lowering, laying, jointing in position following CIDF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) Sluice Valve 80 mm dia | BI01010001010000000000000515BI0100001181 | 1 | No |
| 70 | 70 | Item No. 18 - Lowering, Laying and fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete. (for all class of valves). Air valve 40 mm dia. Air Valve 25 mm dia | BI01010001010000000000000515BI0100001182 | 1 | No |
| 71 | 71 | Item No. 19 - 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 curing finishing etc. complete. 1:2:4 (M-150 ) grade for encasing | BI01010001010000000000000515BI0100001183 | 10.04 | Cum |
| 72 | 72 | Item No. 20 - 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. | BI01010001010000000000000515BI0100001184 | 1 | No |
| 73 | 73 | Item No. 21 - 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 M | BI01010001010000000000000515BI0100001185 | 5 | No |
| 74 | 74 | Item No. 22 - Provision for Surgana - Wazada Highway Crossing | BI01010001010000000000000515BI0100001186 | 1 | Job |
| 75 | 75 | Item No. 23 - 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. | BI01010001010000000000000515BI0100001187 | 201.91 | Cum |
| 76 | 76 | Sub Work No. 5 - GSR of Capacity 30000 Ltr\nItem No. 1 - Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters. (Other Discription is as per Concern DSR) | BI01010001010000000000000515BI0100001188 | 1 | No. |
| 77 | 77 | Item No. 2 - Providing & casting in situ C.C. of trap / granite trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing & design or as directed by Engineer-in-charge including dewatering, centering from work compaction, finishing the formed surfaces with C.M.(1:1 1/2:3) of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if special finish is to be provided & curing etc. complete. (By weigh batching and mix M200. Only use of L&T, A.C.C., Ambuja, Birla gold Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement.\nRCC M 300 - Below GL Beam | BI01010001010000000000000515BI0100001189 | 1.74 | Cum |
| 78 | 78 | Item No. 3 - Providing & casting in situ C.C. of trap / granite trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing & design or as directed by Engineer-in-charge including dewatering, centering from work compaction, finishing the formed surfaces with C.M.(1:1 1/2:3) of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if special finish is to be provided & curing etc. complete. (By weigh batching and mix M200. Only use of L&T, A.C.C., Ambuja, Birla gold Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement.\nRCC M 300 - Below & Above GL Padadi | BI01010001010000000000000515BI0100001190 | 9.82 | Cum |
| 79 | 79 | Item No. 4 Providing & fixing in position steel bar 'reinforcement of various dia. for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases, newels chajjas, lintels, pardies copings fins, arches, etc. as per detailed 'design & drawing & schedules, including cutting, bending, hooking the bars, binding with wire track 'welding & supporting as required, etc. complete | BI01010001010000000000000515BI0100001191 | 0.98 | MT |
| 80 | 80 | 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. \n | BI01010001010000000000000515BI0100001192 | 20.6 | Cum |
| 81 | 81 | Item No. 6 Providing dry trap/granite/quartzite/gneiss, rubble stone soling in 15 cm to 20 cm thick layers (including hand packing and compacting), etc. completee | BI01010001010000000000000515BI0100001193 | 2.68 | Cum |
| 82 | 82 | Item No.7 -Providing and supplying ISI mark C.I. S&S pipes (push on joints pressure pipes of C.I.of following class and diameters confirming to the I.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) including all statutory duties and taxes levied by GoI and GoM in all respect, Education cess,VAT, Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway freight unloading from railway wagon, loading into trucks, transportation to departmental stores / site of work, unloading stacking etc. completed as directed by Engineer- in- charge(IS:1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gasskets. | BI01010001010000000000000515BI0100001194 | 22 | Cum |
| 83 | 83 | Item No. 8 -Providing Lowering, laying and jointing in position following C.I.D. '/Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete (Rate for all class of valves) | BI01010001010000000000000515BI0100001195 | 3 | Cum |
| 84 | 84 | Sub Work No. 6 - Distribution System\nItem No. 1 - 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 80 mm dia GI B Class | BI01010001010000000000000515BI0100001196 | 30 | Rmt |
| 85 | 85 | 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 25 mm dia GI B Class | BI01010001010000000000000515BI0100001197 | 150 | Rmt |
| 86 | 86 | Item No. 3 - Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). \n90 mm dia 4 Kg/cm2 PVC Pipes | BI01010001010000000000000515BI0100001198 | 120 | Rmt |
| 87 | 87 | Item No. 4 - Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). \n75 mm dia 4 Kg/cm2 PVC Pipes | BI01010001010000000000000515BI0100001199 | 350 | Rmt |
| 88 | 88 | Item No. 5 - Providing G.I / PVC specials as per standard specifications & direction of incharge Engineer. Required specials as per bill Only. | BI01010001010000000000000515BI0100001200 | 1 | L.S |
| 89 | 89 | Item No. 6 - Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. \nSluice Valve 80 mm dia PN 1 | BI01010001010000000000000515BI0100001201 | 3 | No |
| 90 | 90 | Item No. 7 - Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, prepering the bed for foundation and excluding backfilling, etc. complete. | BI01010001010000000000000515BI0100001202 | 91 | Cum |
| 91 | 91 | Item No. 8 - Excavation for foundation / pipe trenches in Hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer in charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. | BI01010001010000000000000515BI0100001203 | 91 | Cum |
| 92 | 92 | Item No. 9 - Excavation for foundation / pipe trenches in soft rock & old cement & lime masonry foundation asphalt road , including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking and spreading as directed, normal dewatering, prepering the bed for foundation and excluding backfilling, etc. complete. | BI01010001010000000000000515BI0100001204 | 136.5 | Cum |
| 93 | 93 | Item No. 10 - Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. | BI01010001010000000000000515BI0100001205 | 136.5 | Cum |
| 94 | 94 | Item No. 11 - 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. | BI01010001010000000000000515BI0100001206 | 68.25 | Cum |
| 95 | 95 | Item No. 12 - Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. 80 mm dia GI B Class pipes | BI01010001010000000000000515BI0100001207 | 30 | Rmt |
| 96 | 96 | Item No. 13 - 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. 25 mm dia GI B Class pipes | BI01010001010000000000000515BI0100001208 | 150 | Rmt |
| 97 | 97 | Item No. 14 - 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 4 Kg/cm2 PVC Pipes | BI01010001010000000000000515BI0100001209 | 120 | Rmt |
| 98 | 98 | Item No. 15 - 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). 75 mm dia 4 Kg/cm2 PVC Pipes | BI01010001010000000000000515BI0100001210 | 350 | Rmt |
| 99 | 99 | Item No. 16 - Lowering, laying, jointing in position following CIDF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) Sluice Valve 80 mm dia | BI01010001010000000000000515BI0100001211 | 3 | No |
| 100 | 100 | Item No. 17 - 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 curing finishing etc. complete. PCC 1:2:4 (M-150 ) grade for encasing | BI01010001010000000000000515BI0100001212 | 22.3 | Cum |
| 101 | 101 | Item No. 18 - Providing, & constructing two taps standpost as per type design , 20mm dia medium G.I. pipe fixed vertically upto 15 mm dia self closing water taps, one brass ferrule etc. complete together with all labour and material charges as per drawing and as directed by Engineer in-charge | BI01010001010000000000000515BI0100001213 | 10 | No. |
| 102 | 102 | Item No. 19 - 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. | BI01010001010000000000000515BI0100001214 | 361.92 | Cum |
| 103 | 103 | Item No. 20 - 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 M | BI01010001010000000000000515BI0100001215 | 3 | No |
| 104 | 104 | Provision for MSEB Charges | BI01010001010000000000000515BI0100001216 | 1 | Job |
| 105 | 105 | Goods & Service Tax (GST) | BI01010001010000000000000515BI0100001217 | 1 | Job |
AI Tender Summary
Tender Timeline
Dec 19, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedJan 02, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 03, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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