Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date5 Nov 2024
Closing Date3 Dec 2024
Tender Amount₹ 47,65,000
Costs
EMD
₹ 95,300Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_682540_1Tender No
8872/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing & applying One coat of structural grade epoxy bond coat by brush conforming to ASTM-C-882-87 to the prepared concrete surface to be repaired strengthened. This is applied prior to the application of polymer repair mortar / epoxy mortar / Microconcrete to have monolithic action between old concrete surface and new concrete surface. The Consumption of chemical used Should be atleast 1 Ltr per 02 Sqm or as per manufacturer's directions complete all as specified and as directed by Engnr-in-Charge.
875
-
-
Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per Engineer-in-Charge.
500
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-
POLYURETHEN INJECTION PRESSURE GROUTING FROM NAGATIVE SIDE to leaking RCC : Providing & Applying & Grouting Smart Care PU Injection 2K PU Foam grout under pressure using suitable electrical operated Pressure grouting Pump through special non return metal packers or nipples using quick setting Polymer Modified Mortar & after completion of work cutting the nipple head & repairing / finish with Polymer Modified Mortar after completion of work etc complete all as spefied and as directed by Engineer-in-Charge.
100
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-
Material and Labour all including Machinery for Shotcreting R.C.C. Walls, domes and any other members in Water Tank as directed by Engnr-in-Charge, 25mm thick in Grade M 25 with cement content as per the design mix in layers with approved design mix concrete having the specified minimum characteristic compressive strength with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria, finished even and fair for the application of plaster layer above it, including the cost of centering and shuttering including at edges of concrete etc and wire netting of galvanised steel wire of 1.40 mm Dia and size of mesh greater than 20 mm, fixed to the existing wall by suitable means as directed by Engineer- in-Charge
Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument.
875
-
-
M&L for 10 mm thick rendering in CM 1:3 in ceiling of dome on fair faces of brick/concrete surfaces finished even and smooth w/o using extra cement.
370
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-
M&L for 15 mm (5mm in CM 1:4 with WPC +10mm in CM 1:6 ) thick in two layers rendering in cm 1:4 on fair aces of bricks walls surface finished even and smooth without using extra cement including water proofing compound all as specified and directed. (water proofing compound measured and paid seperately)
755
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-
Supply only Integral waterproofing compound complete all as specified and directed.
190.49
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-
Supplying and applying two component elastomeric acrylic polymer modified cementitious waterproofing coating, SmartCare Damp Block 2K or approved equivalent , having 80 % elongation as per ASTM C1202, resisting 5 bars hyrostatic pressure as per ASTM D 4541, reduction to rapid chloride shall be 70 as per DIN 1048, crack bridging upto 1.2mm as per ASTM D1640. The coating shall have food grade certificate from laboratories like CFTRI. The mixing ratio of the coating shall be 2 parts of powder & 1 part of liquid without any water addition in the mixing, etc., complete as per manufacturers specifications. The minimum consumption shall be 1.5 kg/sqm for two coats.
790
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-
Protective Coat for Potable water Tank - over plaster Providing & Applying two coats of Asian Paints SmartCare Epoxy Tri Block, Adhesion strength of 3 Mpa, resistance to micro-oraganisms as per ASTM G21, hydrostatic pressue of 4 bars and food grade certified by CFTRI Mysore for portable water. Complere as per Manufacturers specificatons. Minimum Consumption should be 0.5 kg/Sqm for 2 Coats
790
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-
Material and Labour for Preparation of Newly Plastered Surfaces on walls, domes amd other such surfaces of Water Retaining Structure and applying three coat of Smartcare Damp Proof Ultra or equivalent complete all as specified and as directed by Engineer-in-Charge.
755
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-
Material and Labour for Chipping, Removing, Carefully loose plaster and Concrete work by low impact Hammer, Breaker without damaging the structure as Instructed by Engineer-in-Charge.
85
-
-
Material and Labour for Application of Corrosion Inhibitor: Providing & applying One coat of
Concrete Penetrating Corrosion Inhibitor (Surface applied) which works on Bipolar Inhibition Mechanism on entire concrete surface to be repaired by using brush or spray at 250 ml per Sq.Mt./Coat or as per manufacturer’s specification and prior to application of first coat of anti corrosive coating to reinforcement complete all as specified and as directed by Engineer-in-Charge.
85
-
-
Anti Corrosive coating to exposed reinforcement: Providing & applying Two coats of Anti Corrosive protective coating (CBRI / CSIR technology) for reinforcement bars by brush. Sprinkle dry sand when second coat is tacky so as to get rough surface complete all as specified and as directed by Engineer-in-Charge.
85
-
-
Providing & casting & Repairing of excessively damaged members with micro-concrete at all levels with all leads & lift or as directed including formwork, centering, scaffolding, and mixing, laying, levelling, and finishing including curing etc. complete (excluding steel reinforcement) complete all as specified and as directed by Engineer-in-Charge.
4.5
-
-
Material and Labour for profiling with power tools , Mechanical surface profiling of old concrete using advanced power tools (grinders, scarifies) to prepare the surface for subsequent applications at base of the sump as a prepartion for the top layer complete all as specified .
350
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-
Demolition of Cement concrete of any description and in any position complete all as specified and directed.
11.4
-
-
Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by Engineer-in-Charge
9.2
-
-
M & L for PCC (1:3:6) type C-1 using 20mm graded stone aggregate 75mm thick as in plinth protection finished fair even laid in bays n.exc 2m in length and joints filled with bitumen mastic 1:3 complete all as specified and directed
100
-
-
M & L for preparation of old painted steel surfaces of any description, not otherwise described over 10 cm width or girth and applying Two coat of synthetic enamel paint complete all as specified & directed.
12
-
-
M&L for PCC 1:3:6 type C2 (using 40 size graded stone agg) as in bed concrete to drain for laid to slope as required.
0.9
-
-
M&L for brick work with old size fly ash bricks , straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 all as specified.
9.2
-
-
M&L for rendering 15 mm thick in CM 1:4 on brick work or concrete surfaces finished even and smooth without using extra cement all as specified.
20
-
-
M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in Coping including use of form work and finishing all as specified.
2.5
-
-
M&L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate as in surface channels and drains all as specified and direcetd.
0.5
-
-
Extra for forming fair finished drain or channel 30 cms inner girth in cement using extra cement including forms, moulds mitred stopped ends etcall as specified and directed.
20
-
-
M&L for reinforced concrete pipes of class NP3 and Dia 300 mm laid and jointed complete with collars complete all as aspecified andas directed by Engnr-inCharge (Pipes Have been considered for Drain Portion in crossing Road at two points.
8
-
-
M & L for 75 mm thick PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed by Engineer-in-Charge
25
-
-
Supply and fixing Machine Pressed Precast concrete interlocking Paver Block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade with grey cement and pigment complete all as specified and as directed by Engineer-in-Charge.
25
-
-
M&L for sand filling under floor or in foundation including watering and consolidation complete all as specified and as directed by Engineer-in-Charge.
1.25
-
-
Material and Labour for Plain Cement Concrete in coping and haunching in drain and any other PCC course type C-1 1:3:6 using 20 mm graded stone aggregate complete all as specified and as directed by Engineer-in-Charge.
0.3
-
-
Taking out old rusted existing CI/GI pipe line, of any class including CI fitting with spigot and socket ends and lead joint including burning out lead joints recover in lead and to be relaying after cleaning / insertion of new CI pipes/CI fittings of any class/type of follwing sizes in safe condition for the following sizes :-
-
-
-
(a) 80 mm bore
45
-
-
(b) 100 mm bore
25
-
-
(c) 150 mm bore
25
-
-
(d) 250 mm bore
20
-
-
Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth: for foundation etc or for manholes, laying of pipe lines,cables,pipes etc in any type of soil and getting out complete all as specified and as directed by Engineer-in-Charge.
5
-
-
Returning filling in, including spreading, leveling watering & well rammng in layers not exc 25 cm thick complete all as specified and as directed by Engineer-in-Charge.
4.5
-
-
Removing excavated material to a distance not exc 50 mtr & depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and as directed by Engineer-in-Charge.
0.5
-
-
Supply , laying and jointing DI iron pipes S/S class K 9 of standard length , internal cement mortar coating an external surface with bituminious paint of the following sizes ISI marked including nut bolt, packing material etc and making the joint leak proof complete all as specified and as directed by Engineer-in-Charge.
(i) Earth work, joint and CI/DI specials/fittings of the pipes shall be measured and paid for separately under appropriate items of Schedule.
-
-
-
(a) 100 mm bore
25
-
-
(b ) 150 mm bore
25
-
-
(c) 250 mm bore
20
-
-
S&F push on flexible rubber gasket (Tyton)joint suitable for following sizes :-
-
-
-
(a) 100MM bore
5
-
-
(b) 150MM bore
5
-
-
(c) 250 mm bore
5
-
-
Cutting of cast iron pipes in position for insertion of new tees , branches, etc for the following sizes complete all as specified and directed :-
-
-
-
(a) 100 mm bore
2
-
-
(b) 150 mm bore
2
-
-
(c) 250 mm bore
2
-
-
S & F for CI/DI fittings i.e bend (any type, radius and angle) tapers any type, (straight bend including decreasing or double socket etc) Tee pieces single branch,'Y' junction, (all sockets or socket and spigot or flanged) collars, caps and plugs. for spigot socketed pipes of upto 250mm size.
165
-
-
M&L for run lead joint for spigot and socketed end CI pipe & fittings complete all as specified incl excavation, returning & refilling and directed by Engr in charge for following :-
-
-
-
(a) 100 mm bore
3
-
-
(b) 150mm bore
3
-
-
(c) 200mm bore
3
-
-
Taking out old UNSV Sluice valve & Supply and fix cast iron flanged sluice valve of class 1.6 PN, long body, ISI marked, conf to IS-14846 with stainless steel spindle and hand wheel including nut bolts, rubber gasket complete for installation of valve all as specified and directed by EIC of following size:
-
-
-
(a) 100 mm bore
1
-
-
(b) 150 mm bore
1
-
-
(c) 250mm bore
1
-
-
Taking out old mechanical Joint and s& F new MJ DI type K12 of followng size including nut bolt all connecting accessories all specified and directed.
-
-
-
(a) 100mm
1
-
-
(b) 150mm
1
-
-
(c) 250mm
1
-
-
M&L for valve pit cover made of 3 mm thick MS sheet and angle iron (40 x40 x6mm) fabricated with two shutters painted with two coat of synthetic enamal paint over a coat of red oxide primer after preparation of surface including locking arrangment with pad lock Godrej size 50 mm, including dismantling existing unserviceable pit cover complete all as specified and as directed by Engineer-in-Charge. for following sizes:-
-
-
-
(a)1200mmX1200mmX1200mm
1
-
-
(b) 1500mmX1500mmX1500mm
1
-
-
S&F cast iron SVE Y type strainer size 250 mm flange end all as specfied and directed by Engineer in Charge.
1
-
-
Supply, installation, testing & Commissioning of micro wave water flow meter for 250 mm Line size with following Features for pumping discharge/delivery/distribution line all enclosed in weather proof M.S Box of 1.5 sqmm of suitable size:- (a) Micro wave water flow meter with digital display and data perimeters setting key board. b) With out put data for total flow & total consumption of water per day,week,month& year With time and date. (c) We can also take out print out of data of water consumption via wireless V sat receiver unit in excel format via computer based Software for record generation. (d) We can also monitor water flow & total pumping/delivery/distribution of water supply per day/ week/month/year via mobile phone/PC with coded pass word. (e) With Rs 232 & 485 output pot. (f) With SMPS power supply of 12V & 5 Vdc (10 amp) 230 vac.
1
-
-
(g) With monitoring of flow rate of pump set discharge output line with low pump set flow rate alert As per set perimeters of low discharge &with pump set dry running alert& pump set protection Via pump set tripping output pot And sending alert data via SMS To 4 mobile nos,with controlling of total pumping of pump set /distribution of water per day with three time distribution/pumping as per pre set timing & as per preset liter/gallon to be pumped/distributed per day 3 times Make :- Unison Engg Enterprises/Rockell automation/megha automation/Siemens ( h) with complete set of computer Moniter 23 inch,UPS with one hour bakup,CPU i5 processer Ram 3 GB SSD HDD 1 TB SSD,keyboard mouse with one year antiviuras softwere complete .Dell/HP/Lenovo
-
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Supplying & Fixing on wall / laying in ground 2X 1.5 Sqmm PVC insulated &PVC Copper armored cable with heavy duty PVC Saddles 60 cm apart complete all as specified and as directed by Engineer-in-Charge.
45
-
-
Supply, installation, testing & Commissioning of Vsat satellite controlled high power transmitter (non gsm/non gprs,noninternet,non rf, non rtubased data Transmission) With Vsat micro-chip antenna to transmit water flow data&alert data such as low discharge pressure flow rate of pump set, Dry run trip of pump set,OHT/UG Filling line Low pressure/leakage in pipe line viasmsto 4nos mobile Nosvia micro wave flow meterto control room via Vsat data receiver/transmitter unit all enclosed in MS Power coated box of 1.5 sq mm of suitable size,withsmps power supply of 12Vdc,9 amp complete all as specified and as directed by Engineer-in-Charge.
1
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-
Supply, installation, testing & Commissioning of Vsat satellite controlled high power Receiver (Non gsm/non gprs,noninternet,non rf, non rtubased data Transmission) With Vsat microchip antenna with scada software Fortransmitting data for upto 18nos micro wave flow meter toRemote computer and mobile phone with coded operationand can be extended up to “N” Nos micro wave flow meter in future with scadasoftware and alert of low pump set pumping pressure /total distribution/total pumping of water supply in case of water crises/no crises of water supply/Low pressure pipe line leakage flashing alert at OHT/UG filling sideall enclosed in MS Powder coated complete all as specified and as directed by Engineer-in-Charge.
1
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-
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