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Costs
EMD
₹ 44,300Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MES_317732_2Bid Award Id
ViewTender No
CWE/FZR-52/2019-20Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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All as per Srl item No 1 hereinbefore but depth exceeding 75 metre and not exceeding 100 metre.
25
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All as per Srl item No 1 hereinbefore but depth exceeding 100 metre and not exceeding 125 metre.
25
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All as per Srl item No 1 hereinbefore but depth exceeding 125 metre and not exceeding 150 metre. Note for item 1 to 6 Record shall be maintained for regular sample of cutting after every 3 metre interval to be collected and kept at site.
25
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M&L for Electrical Logging of borewell and after electrical logging report of Assembly Design and submission of litholigical log report for approval of GE, complete all as specified.
1
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S&F 300mm bore ERW mild steel housing pipe 8mm wall thickness duly painted with primer and anti corrosive paint with screwed and socket ends in standard length of 3 metre or as required at site,complete with coupling, welding at joints as required. ISI marked : IS-4270-1992) including cutting, lowering, jointing and fixing in position, complete all as specified (Measured net as fixed).
60
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All as per Srl item No 8 hereinbefore but 200mm bore pipe with 6.4 mm wall thickness.
60
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S&F Low carbon galvanised iron screen filter(slotted) 200mm bore pipe with slots 0.2 mm to 1.5 mm, 6.4mm wall thickness duly painted with ferrous primer and anti corrosive bituminous paint including screwed and socket ends in standard length, welding and fixing support having slots 0.2 mm to 1.5 mm depending upon nature of aquifers sediments, complete including lowering and fixing in position, confirming to IS-4270-1992, complete all as specified (Measured net as fixed).
30
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M&L for Mild steel reducing socket for connecting 300mm bore housing pipe with 200mm bore blind pipe with minimum 6.4 mm wall thickness including welding and fixing support complete all as specified.
1
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S&F Mild steel bail plug suitable for 200mm bore pipe 1.5 metre long having wall thickness of 6.4 mm with strong iron hooks, complete all as specified.
1
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S&F Well cap fabricated out of 6 mm thick mild steel sheet for 300mm bore housing pipe threaded similar to housing pipe with handle made and of 20mm dia mild steel round bar, complete all as specified.
1
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M&L for Mild steel flat iron 75mmx6mm as center guides (set of three), standard pattern for 300/200 mm bore housing pipe complete all as specified.
40
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M&L for Mild steel clamps made out of flat iron 125mmx12mm and 01 metre long with nut, bolts of 22mm dia of suitable length for 300mm bore housing pipe complete all as specified.
1
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M&L for Mild steel structural steel E-250 grade 410W (ISMB-150) fixed independently without connecting plate including two coats of black paint over a coat of red oxide primer complete all as specified.
120
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M&L for Strata sample box, made out of Ist class soft wood (deodar) having appropriate internal dimensions 1000mm×600mm×100mm with open-able glass shutter using 4mm thick plain sheet glass having pigeon holes as approved, 2 Nos butt hinges of suitable size and 75mm long hasp staple 01 No having not less than 25 compartments capable of holding 480 to 540 grams of strata sample, including painting wooden surfaces with two coats of synthetic enamel paint (grey) over a coat of pink primer complete all as specified and as directed.
2
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M&L for 10mm thick structural steel Fe 290 (Grade E165) mild steel black plate of size 600mm dia & cut into two semicircular equal parts with 300 mm dia hole in the center complete all as specified.
17
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M&L for Pea gravel of size 1.5mm to 4.5mm packed all around 300mm bore housing pipe and 200mm bore blind pipe, strainer pipe upto entire depth as required at site in new bore-well, complete all as specified. Note:- For the purpose of measurment,gravel brought by the contractor shall be stacked properly at site & measurments of stack shall be carried out before use and after use(left unused) to arrive at the net qty of gravel used by the contractor in the work and payment against this item shall only be made for the qty of gravel used in the work not for the total qty of gravel brought.
40
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M&L for Testing and developing the bore well by means of air compressor 5000 PSI till sand free clear water discharge is obtained to achieve maximum yield of suitable capacity for first 20 hours running complete all as specified. (All equipments shall be arranged by contractor at his own cost).
20
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All as per item 20, but beyond 20hrs, complete all as specified.
10
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M&L for Yield testing of the tube well by means of engine driven pumping set of suitable capacity, the discharge shall be measured by providing orifice system or ‘V’ notch fixed to steel tank of adequate capacity, complete all as specified. (All equipments shall be arranged by contractor at his cost).
16
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M&L for Testing portability of water by chemical analysis such as PH Value, dissolved solids, hardness as CaCo3 and Calcium, Magnesium, Chlorides, sulphate, nitrate, alkality, Iron Turbidity NTU, mineral oil, colour hazen units, taste, odour, residual free chlorine, total Coliform per 100mm (microbiological test) and E Coli as per 100ml (microbiological test) as well as bacteriological portability from any govt lab complete all as specified.
1
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M&L Submersible pumping set 3 Phase electric driven suitable for MS flanged pipe 150 mm bore complete with pump bowl assembly for Submersible Pumping Set Cap 1100 LPM at 60 Mtr head having 5 Stages with suitable electric motor, B class insulation, IP-68 Protection and electric connection With following MOC: Stainless Steel Impeller, Stainless Steel Pump Shaft, LTB Pump Bushes, Cast Iron Bowl/Stage Casing; complete all as specified.
1
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S&F CI sluice valve flanged ends and drilled class PN 1.6 with steel spindle confirming to-BIS-14846 , suitable for 150mm bore CI pipe including jointing with rubber packing 3mm thick, bolts, nuts and washer complete all as specified.
1
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S&F CI sluice valve flanged ends and drilled class PN 1.6 with steel spindle confirming to-BIS-14846 , suitable for 100mm bore CI pipe including jointing with rubber packing, bolts, nuts and washer complete all as specified.
1
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S&F Non return valve (Reflux valve) without bye pass arrangement suitable for 150mm bore of CI pipe flanged and drilled including jointing material rubber packing gasket nuts and bolts, washers etc,confirming to IS-5312 Part-I(brass Seat) complete all as specified .
1
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S&F Air release valve of cast iron with two air outlet 10 mm bore fixed in CI water mains of 150mm bore, IS-14845 complete all as specified.
1
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S&F Flat Submersible cable PVC multistrandard copper conductor 3 core 16 sqmm from LT Panel/ star-delta starter to pump motors, complete all as specified.
120
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S&F Mild steel Column pipe heavy duty 5.4 mm wall thickness 150 mm dia in 3 m length including flanged both side including provn of nuts, bolts, gasket etc including lowering and fixing complete all as specified.
45
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S&F XLPE insulated, armoured,1100 volts grade, heavy duty cable of size 50 Sqmm nominal cross section, 3½ core, flat or circular, PVC FRLS insulated aluminium conductor, served with inner sheathing of galvanized steel wire or tape and over-all PVC FRLS sheathed in service connections, laid in trenches, duct, through pipe, in floor, on pole including jointing and testing, complete all as specified .
100
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Supply and laying pipe ductile Iron, Spigot and Socket ends including specials & all accessories, Class “K-7”, 100 mm (4”) dia and testing complete all as specified. (Earth work measured separately).
100
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M&L for Cast iron specials, ISI marked such as bends (any type, radius and angle), tapers any type (straight bend increasing, decreasing or double socket) tee pieces, single branch, Y junction, double branch, cross (all sockets and spigots) collar, caps, plug for CI pipe etc upto 150 mm bore, complete all as specified.
220
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Excavation in trenches in soft/loose soil not exceeding 1.5 metre wide and not exceeding 1.5 metre deep and not exc 1.5 metre deep and getting out, compete all as specified.
77
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Returning, filling in, earth including spreading, leveling watering and well ramming in layers each not exceeding 25cm thick each layer, complete all as specified.
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Removal of surplus soil to a distance not exc. 50 metre and depositing where directed at a level not exc. 1.5 metre above the starting point complete all as specified.
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M&L Dry and clean fine sand for cable cushioning to underground cable protection, complete all as specified. (Excavation and earth work measured separately). Note- Punned down thickness shall be measured.
6.5
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S&F Cover to underground cable with one layer of bricks using sub class ‘B’ bricks (old size) laid flat across the cable complete all as specified. (Excavation and earth work measured separately).
0.7
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S&F Mild steel galvanised pipe, light grade, 80 mm nominal bore for passing of cable, fixed to poles/laid under floor/road crossing/walls complete with and including clamps socket & elbow etc complete all as specified.
10
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M&L for Plain cement concrete (1:5:10) type E-2 using 40mm graded stone aggregate as in foundation filling as mass concrete etc, complete all as specified.
0.2
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M&L for Reinforced cement concrete (1:1.5:3), type A-1, using 20mm graded stone aggregate as in foundations including rafts, footings, foundation/plinth beams, bases for columns, pillars, struts etc and the like complete all as specified.
1.34
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S&F Mild steel TMT bars 10mm dia cut to length, bent to shape required including cranking, bending spirally for columns, hooking ends, as in stirrups, spacers, binders and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete, FE-500/550 confirming to IS-1786-1985 complete all as specified & directed.
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S&F Mild steel TMT bars 8mm dia cut to length, bent to shape required including cranking, bending spirally for columns, hooking ends, as in stirrups, spacers, binders and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete, FE-500/550 confirming to IS-1786-1985 complete all as specified & directed.
229
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M&L for Use & waste wooden form work (fair finished surfaces) to sides of concrete foundations, footings, bases of col, raft, raft/plinth beams etc, vertical or batter, pillars, posts, struts, piers, columns, complete all as specified.
14
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M&L 50 mm thick Cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in ramp floor etc, surfaces finished even and smooth using extra cement including provision of spike rolling to surface or making impression of expanded metal whilst the concrete is green, complete all as directed and as specified.
18
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M&L for earthing complete with galvanized steel earth plate electrode 60cm x 60cm x 6.3mm thick buried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of the earth plate at a depth not less than 1.5 metre below ground level, earth plate surrounded by 15cm thick and packed with layers of charcoal dust and common salt, earth electrode GI strip 32 x 6mm dia connected to GI earth plate electrode by means of bolts, nuts, check nuts and washers of galvanized iron and thimbles and other end of earth wire connected to main switch board and protected by galvanized iron light grade 40mm bore and GI pipe 20mm bore medium grade with funnel and wire mesh for watering including necessary excavation and earth works. PCC chamber in cement concrete (1:3:6) type C-2 using graded stone aggregate and RCC cover in M-25 (Design mix) and all as shown in Electrical Plate No. 3 of MES Schedule (Part-I) of 2009 complete all as specified and directed.
4
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S&F Mild steel galvanised pipe, medium grade, 50 mm nominal bore laid in trenches with and including clamps socket & elbow etc complete all as specified.
50
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M&L for Valve pit size 100cmx100cmx90cm in brick masonry for sluice valves constructed completely with 3.15mm thick MS sheet cover, angle iron frame and locking arrangement inclduing earth work, PCC, plastering and painting etc. etc suitable for 100mm dia valves complete all as specified and shown on Drawing No CEJZ/TD-1060/08(1/1 to 3/3).
1
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M&L for cutting the existing road straight by manual, depth & width not less than 30 cm for pipes up to 100 mm dia & 60 cm for pipes up to 150 mm dia & filling back with excavated soil up to 75% road portion & 25 % shall be made with cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) complete all as specified & diected. Note: During road cutting contractor will get the approvel from the Stn HQ/Civil Authority for diversion of the traffic .
5
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Supply, Installation testing and commissioning of Factory made LT panel board indoor type, double door hinged, dust & Vermin proof fabricated out of 2.00 mm thick CRCA sheet fixed with Angle iron frame of size 40x40x5mm grouted in PCC (1:3:6) type C-2 using stone aggregates with Mild Steel Frame of angle iron 40x40x5 mm legs with proper ground clearance duly powder coated complete using lugs and glands of cable connection and having epoxy coated copper bus bar of 200 Amps, 4 strips for 3 phase and neutral 415 Volts, 50Hz mounted on epoxy insulators, prewired with suitable size of PVC insulated multi strand copper conductor cable having independent enclosure for incoming and outgoing electrical connection and cable gland at bottom for incoming and outgoing and locking arrangement on front side and taking down existing LT panel all as directed by Engineer in Charge including following fittings and fixtures as mentioned below
(a) MCCB 100 Amp, Four pole, 415 Volts, 50 HZ 16 KA -01 No.(as incoming)
(b) MCCB 100 Amp, Three pole, 415 Volts, 50 HZ 16 KA -01 Nos.(As outgoing)
(c) MCB SPN 32 Amps - 01 No (As outgoing)
(d) Digital Volt meter 0-500 Volts with selector switch (e) Digital Ampere meter 0-200 Amp 3 Phase, 96x96 Sqmm with CT ratio 200/5 (f) Indicator lamp LED type of (R,Y,B) set of 3 No
1
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S&F Fully Automatic Star Delta Starter 30 HP Motor, 440V, 50Hz 3 Phase;Model -MU-G30 Fully Automatic Star- Delta Starter, with Proper Fixing on wall and properly connected to cable using cable gland, Lux etc complete as specified and directed.
1
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S&F On load change over switch 100 Amps ISI Marked 3 phase and neutral, 415 Volts, 50 Hz fixing on wall and proper connection to existing cable including cable gland, lux complete as specified and directed.
1
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Supplying, installing, commissioning and testing Chemical Dozing pump installed directly on water line; suction injecting electric pump of suitable capacity, ready to use solution, dosage proportional to water flow (no influence of water flow variations), can tolerate variations of pressure from the water line, no pump damage even when the additive tank is empty, no overdozing risk/ no pure chemical injection risk when water supply is off It can work on a suction lift of upto 4mtr, suction line with foot valve strainer. The dosing pump coupled with single phase electric motor of suitable capacity,assembly with agitator in one motor , agitator with SS sweep blade duly FRP coated and PVC tank of Capacity 200 ltrs complete all as specified and directed by Engineer in Charge.
1
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M&L for 150mm bore cutting of cast iron pipes and reducing to required length before laying for insertion of new Tee, Branches for pipe etc, complete all as specified
2
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M&L PCC 1:4:8 type D2 using 40 mm graded stone aggregates in in foundation filling and mass concrete complete all as specified.
1.52
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M&L 75mm thick PCC 1:4:8 Type D-2 using 40mm stone aggregate as in sub base floor, complete all as specified.
16
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M&L for 25mm thick PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in flooring without using extra cement, complete all as specified.
16
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M&L for Damp proof course to horizontal or vertical surfaces including necessary formwork with 40mm thick PCC (1:2:4) type B-0 using 12.5mm graded stone aggregate with WPC as per manufacture instruction, complete all as specified. (WPC shall be measured and paid seaparately)
5
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S&F Factory made pressed steel frames made of 1.25 mm thick MS sheet of profile 125 mm X 60 mm for door and window frames with one or more rebates including lock strike plate, shock absorber, 20 mm dia 60 mm long MS conduit for housing of a drop bolt,hinges, hold fasts/lugs etc, treating of internal surfaces of chowkhats with coal tar or black paint including hold fasts/lugs etc complete all as specified.
5
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S&F Factory made, 35mm thick, 2nd class hard wood (Hollock), plain framed, panelled shutters, any number of panels, panels shall be of 9 mm thick B.W.P. commercial ply or 12mm thick BWR grade veneered particle board medium density, wood particle board with commercial face veneers, size of members as specified in clause 8.24(a) of MES Schedule Part-I section-8 complete all as specified.
1.8
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S&F Factory made 35 mm thick,2nd class hard wood (Hollock), glazed and skeleton shutters open rebated and prepared to receive glass/ gauge etc (without sash bars), edges of framing plain chamfered or rounded, fitted with cut and mitered beads for securing glass/gauge etc for doors, size of members as specified in clause 8.24 (a) of MES Schedule Part-I Section-8, complete all as specified.
1.8
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M&L Preparation of new wooden or wood based surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified.
8
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M&L Factory made box type side hung steel window with pintal hinges & 2 Nos 150 mm mild steel tower bolts to each shutter, steel handle and with glazing bars dovetailed or welded and with one shop coat of zinc chromate primer complete all as specified and shown on Drawing No CEJZ/TD-06/07 & CEJZ/TD-07/07.
1.08
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S&F Factory made box type side hung steel window with pintal hinges & 2 Nos 150 mm mild steel tower bolts to each shutter, steel handle and without glazing bars dovetailed or welded and with one shop coat of zinc chromate primer complete all as specified and shown on Drawing No CEJZ/TD-06/07 & CEJZ/TD-07/07.
1.08
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S&F Factory made box type steel ventilator side/top hung with glazing bars dovetailed or welded and with one shop coat of zinc chromate primer complete all as specified and shown on Drawing No CEJZ/TD-06/07 & CEJZ/TD-07/07.
0.3
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S&F Framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work, complete all as specified.
10
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M&L for use & waste form work (rough finished surfaces) to sides of concrete foundations, footings, beams etc, complete all as specified.
40
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M&L for use & waste form work (fair finished surfaces) to sides of concrete vertical or batter, pillars, posts, struts, piers, columns, complete all as specified.
20
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M&L for use & waste form work (fair finished surfaces) to sides of concrete vertical or batter, pillars, posts, struts, piers, columns, complete all as specified.
20
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M&L for Use & waste wooden form work (fair finished surfaces) to sides and soffits of concrete floor or roof slab, complete all as specified.
42
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M&L for reinforced cement concrete M-25 (Design mix) as in column footing and plinth beam etc. complete all as specified and directed.
4.5
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M&L for reinforced cement concrete M-25 (Design mix) as in beams and columns and slabs and in shelves etc. complete all as specified and directed.
3
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M&L for Cement concrete (1:3:6) type C-1 using 20 mm graded stone aggregate as in 50mm thick plinth protection, surfaces finished even and fair without using extra cement, including provision of construction joints, complete all as specified and directed
14
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M&L for Brick work in cement mortar 1:6 using sub class ‘B’ old size bricks, straight or curved on plan exceeding 6 metre mean radius, complete all as specified.
17
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M&L for Rendering 15 mm thick in cement mortar (1:4) on any face of brick walls or concrete surfaces, mixed with WPC (WPC shall be measured and paid seaparately), finished even and smooth without using extra cement, complete all as specified.
50
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Supply only integral water proofing compound ISI marked, complete all as specified.
20
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M&L for Rendering 10 mm thick in cement mortar (1:6) on any face of brick walls or concrete surfaces, finished even and smooth without using extra cement, complete all as specified.
55
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M&L Preparation of new steel surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified.
6
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M&L for Non skid Ceramic coloured (colour and shade as approved) tiles,any shape, 7mm to 8 mm thick area of each tile exc. 0.11 sqm and not exc 0.18 sqm as in flooring set and jointed in neat cement slurry and pointed in white cement with pigment to match the colour of tiles laid over & including 15 mm thick screed in cement mortar (1:6) laid over, complete all as specified.
16
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M&L for Glazed ceramic tiles, coloured (colour & shade as approved), of size 300x200x7 mm thick on vertical surfaces such as in skirting/dado etc set and jointed in cement slurry and pointed in white cement with pigment to match the colour of tiles, laid over & including 10 mm thick rendering in cement mortar (1:4), complete all as specified.
15
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M&L Preparation of new plastered surfaces walls etc and applying two coats of cement base paint over a coat of primer, complete all as specified.
50
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M&L Preparation of newly plastered surfaces and applying two coats of oil bound distemper over a coat of primer, complete all as specified and as directed.
55
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