Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date7 Feb 2025
Closing Soon5 Mar 2025
Tender Amount₹ 43,00,000
Costs
EMD
₹ 86,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_696926_1Tender No
82705/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Taking out accumulated sludge and foreign particles from screen chamber of STP and depositing to drying bed at distance not exc 25 mtr, spreading, levelling complete all as specified and directed. (Note : This operation shall be carried out once in every three month i.e total four times in a year and every operation shall be measured and paid for separately)
16
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Taking out accumulated sludge and foreign particle from the grit channel and its hopper and depositing to drying bed at a distance not exc 50 m, spreading, levelling complete all as directed. (Note : This operation shall be carried out once in every three month i.e total four times in a year and every operation shall be measured and paid for separately)
16
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Cleaning and rubbing down with coir string to wall surface of dry and wet sump of STP (Outer wall of dry sump and inner wall of wet sump) washing with clean water complete all as specified and as directed. (Note : This operation shall be carried out once in every three month i.e total four times in a year and every operation shall be measured and paid for separately)
16
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Taking out accumulated sludge and foreign particles from screen chamber of sump-cum-pump house and depositing to distance not exc 50 mtr and spreading, levelling complete all as specifried and directred by Enbgineer-in-charge. (Note : This operation shall be carried out once in every three month i.e total four times in a year and every operation shall be measured and paid for separately)
16
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Taking out accumulated mixture of sludge and sludge water from dry and wet sump of sump-cum-pump house and disposal of the same to the distance not exc 50mtr, spreading, levelling etc complete all as directed by Enginer-in-charge.
500
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Cleaning of blockage of Primary & secondary Bio-filter (each bio-filter consists of four arms) nozzle by wire or by opening the nozzle lid complete all as specified and as directed
64
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Taking out accumulated mixture of sludge and sludge water from digester and disposal of the same to drying bed, at a distance exc 10 mtr but not exc 50 mtr, spreading and levelling complete all as directed by the Engineer-in-charge
500
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Taking out accumulated dry sludge (Dry manure) from drying beds and removing from site complete all as directed by Engineer-in-charge
300
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M&L for foundation of non clogging pumping set of capacity 5HP/2HP/1HP installed at raw sewage pump room including providing PCC (1:2:4), Type B1, using 20mm graded stone aggregate and regrouting of MS Bolts and Nuts and washers including demolition of existing foundation complete all as specified and directed.
2
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Dismantling defective current collector assembly of primary and secondary clarifiers and refixing in position after carrying out servicing/replacement of the following worn-out parts as given below after re-doing all electrical connections complete all as specified and directed : (a) Carbon brush with spring as per existing size and specification - 12 Nos. (b) Carbon brush holder as per existing size and specification - 02 Nos. (c) Cleaning/greasing of centre bearing of clarifier bridge
4
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M&L earthing with galvanized steel earth plate electrode 60 cm x 60cm x 6mm thick, buried directly in ground (earth pit not less than 2.25m below normal ground level) with top edge of earth plate not less than 1.5m below normal ground level connected to galvanized earth lead strip 25x4mm (earthing lead from earth electrode to test point upto 7.5m ) by means of bolts, nut, checknuts and washers of galvanized iron or steel all as shown in electrical plate No 3 of MES Schedule Pt-I 2009, GI earth lead strip of size 25mm x 4mm protected by GI pipe 40mm dia light grade and connected to earth test point including excavation & earthwork including testing on completion including dismantling complete all as specified and directed. Note:- GI strip and protection pipe from earth electrode to test point max upto 7.50M shall be deemed to be included in the unit rates as quoted by the contractor.
2
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M & L for disconnection of Electrical/Mechanical connection and taking out carefully Sewage transfer pump below 05 HP DOL (3 phase, 415V, 50 HZ, AC Supply) from collection tank of any Make and rewinding the same with super enameled copper wire of existing gauge/specification, making of heat varnishing, greasing and two coat spray/ brush painting with synthetic enamel paint of recommended colour including replacement of bearings NDE and DE as per existing specification and size including refixing the motor in position and making all electrical and mechanical connections and testing complete all as specified and as directed (NOTE: Cost of taking out pump from the collection tank is deemed to be included in the unit rate quoted by the Contractor.)
2
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All as per item no 15 here-in- before but capacity 05 HP of Air Blower pump DOL
2
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All as per item no 15 here-in- before but capacity 02 HP of Filter Feed Pumps DOL
2
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All as per item no 15 here-in- before but capacity 01 HP of Sludge Pumps DOL
2
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M& L for replacement of Sewage Agitator motor 0.50 HP complete all as specified and directed.
1
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M& L for replacement of Air blower for STP complete all as specified and directed.
2
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M& L for replacement of DOZING PUMP as per existing Make/Model at site complete all as specified and directed.
3
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Disconnecting all cable connections, dismantling and taking out old unserviceable LT panel board of any type/ size, and removal from the site and making good the disturbed surfaces all as directed and supply, install, testing and commissioning Feeder Pillar Box(FPB), outdoor type, 45 cm height from ground to bottom of pillar box, front door with locking arrangement with duplicate keys fixed on top hinges mounted on and including PCC foundation and connecting LT panel cubical flush pattern made out of MS sheet 2 mm with angle iron base frame of size 50mm x 50mm x 6mm for mounting of panel, dust and vermin proof, welded steel structure with locking arrangement having TPN copper Bus Bar 200 Amps rating capacity strip fixed with insulators 4 wire system, painting of steel work with 2 coats of synthetic enamel paint over a coat of primer comprising of the following: (a) Incoming : MCCB 3 pole 100 Amps with breaking capacity 16 KA (b) Outgoing : (i) MCCB 4 pole 63 Amps with breaking capacity 16 KA - 02 Nos (ii) MCB TPN 32 Amps with breaking capacity 42 KA -03 Nos (iii) MCB, single pole and neutral, 240 Volts , 05-32 Amps-04 Nos
1
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(c) (i) Digital Voltmeter 0-500 Volts - 01 No, with selector switch. (ii) Digital Ampere Meter - 01 No. with CT and selector switch (iii) Phase indicating lamp (RYB) - 01 Set. . (iv) Digital frequency meter 40-60 Hz - 01 Set. (d) Supply and Fix automatic Star Delta Starter having contactor ML 3, Relay scale 28-12 Amp, HRC fuse 80 Amp and also having all safety devices suitable upto 10 HP, 3 phase motor.-02Nos (e) Multispan (Single Phase preventor) Voltage Protection Relay 90 X 22.5 X 67.5 (SPP-22 (Din Rail))-01No
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S&F of HDPE TANK 200 ltr Capacity,double layered, ISI Marked, complete all as specified and directed.
3
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Supply and laying or fixing or passing through pipe, 1100 volts grade heavy duty cable with PVC insulated aluminium conductor served with an inner sheathing of PVC tape armoured with galvanised steel wire or tape and overall PVC sheathed 4 sq. mm 2 core nominal cross section in service connections complete all as specified and directed.
100
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Supply and laying or fixing or passing in trenches/ on pole/ through pipes, 1100 volts grade XLPE insulated, screened PVC bedded, galvanised steel strip or wire armoured, heavy duty electric cable with stranded aluminium conductor of cross section area 25sqmm, 3.5 core including jointing materials such as cable glands & lugs etc complete all as specified and directed.
200
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Cleaning blockage of GI pipe of 40mm dia to 100mm diametre, by wire or by opening the pipe lid complete all as specified and as directed
100
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M & L for painting of CI pipe 100/80mm dia with one coat of black paint after preparation of surfaces complete all as specified and as directed
26
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M&L for cutting grass, thorny bushes, small plants/trees up to a height of 5 mtr in and around STP south Zone and central Zone including surface dressing and removing the waste material to a distance not exceeding 50 mtr from the starting point complete all as specified and directed.
250
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Dismantling old rusted/corroded and pitted GI nipple fixed on primary/secondary bio-filter arms by electric/gas welding complete all as specified and directed
20
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M& L for replacement of BIO Media complete all as specified and directed.
15
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M& L for replacement of tube Media complete all as specified and directed.
15
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M& L for replacement of filter Media complete all as specified and directed.
4000
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M& L for replacement of carbon Media complete all as specified and directed.
350
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Material and Labour for repair/maintenance of Bleaching Dozer of cap 100 Gallons complete all as specified and directed.
2
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S&F, in repair, 'V' belt size A-11 for primary and secondary clarifier bridge motor complete all as specified and directed.
2
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M&L, in repair, carbon brush set with copper leads and clip for clarifiers/digester beds as per existing Make/Model complete all as specified and directed
10
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M&L , in repair, rubber coupling wheel type cotton reinforced suitable for non clogging pumping set of capacity (1-5)HP as per existing Make/Model complete all as specified and directed
6
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M&L, in repair, Pump bearing suitable for non clogging Pumping set of capacity (1-5)HP as per existing Make/Model complete all as specified and directed
2
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M&L, in repair, gland packaging 15 mm size for non clogging pumping sets, sluice valves at STP as per existing Make/Model complete all as specified and directed
20
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M& L, in replacement, 50 mm dia Stainless Steel pipe(SS-316) complete all as specified and directed.
40
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Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, for laying of pipe, cable etc or n. exc.10 Sqm on plan and n. exc. 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in any type of soil complete all as specified and directed.
420
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Excavation in trenches, not exceeding 1.5m wide and exceeding 1.5m but n exc 3 metre in depth for foundation, for laying of pipe, cable etc or n. exc.10 Sqm on plan and exc. 1.5m but n exc 3 metre in depth for shafts, cesspits, manholes, pier holes, etc and getting out in any type of soil complete all as specified and directed.
25
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Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete all as specified and directed.
195
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Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
250
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S&F framed brackets of angles or tees with web and flanges, cut to shape,drilled & counter sunk for screw,including bending and welding angles,as necessary, gusset plates,rivetting etc. for brackets,conforming to Fe-290 Gde-E-165 complete including taking down old unserviceable framed brackets complete all as specified and directed.
100
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S&F, in replacemnt, butterfly valve 50 mm dia bore hand operated of pressure not less than 15 Kg / Sqcm with complete set complete all as specified and directed.
20
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S&F, in replacemnt, MS flanged pipe 100 mm NB, heavy duty, for multi storeyed building duly painted with 2 coats of synthetic enamel paint over a coat of red oxide primer including specials complete all as specified and directed.
50
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M & L for pre - insulated MS pipe of size 50mm dia, Class 'C' having 36 mm thick PUF insulation of density 36 Kg/Cum and 26 gauge GI cladding complete all as specified and directed.
50
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M&L for painting for outer and inner steel/iron surfaces with applying two coats of synthetic enamel paint (1st grade) over 10 cm in width or girth after preparation of new surface complete all as specified and directed.
350
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M & L for Testing of Treated sewage quality for following parameters as per Mannual of Sewerage and Sewage Treatment System, Ministry of Urban Development 2013:- - Temperature - pH - Total Suspended Solids(TSS) - BOD5 at 20 degree Celcius - Fecal Coliform(FC) Most Probable Number(MPN) - Helminth Eggs - Nitrates as N - Phosphorus as P
4
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M & L for testing of Raw sewage for following parameters as per Manual of Sewerage and Sewage Treatment System, Ministry of Urban Development 2013:- - Ph value - TDS - BOD - COD - TSS - Oil & Grease - Dissolved Phosphorus - Nitrate (Nitogen as N) - Total Nitrogen - Alkalinity (as CaCO3) - Chloride - Total phosphorus - Potassium (as K2O) - Coliform - Suspended Solids - Fecal Streptococci - Helminthic eggs - Virus (plaque forming units) - Peak Flow - Av Flow - Total Flow in 24 hr
4
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AMC for comprehensive repair and maint of STP of 240 KLD with following specifications:- (i)Sewage Transfer Pump up to 5 HP-01 No. (ii)Air Blower 05 HP-01 No, (iii) Filter Feed Pump 2 HP-01 No, (iv) Dossing Pump upto 0.50 HP-01 No, (v) Agitaor Motor 0.50 HP-01 No, (vi) MCB 63 AMP TPN-01 No , (vii)PVC pipe connection inlet to Doser and outlet to Doser,cleaning of Doser tank, including following repair/maint work also as per requirement and as directed :
(a) Pumps: Repair or replace faulty pumps and check for any leaks or unusual noises. (b) Blowers: Service blowers and check for motor issues or air leaks. (c) Valves and Pipes: Repair or replace any damaged valves or pipes to prevent leaks or blockages. (d) Control Panels: Inspect and repair control panels and wiring issues. (e) Sensors and Meters: Fix or recalibrate sensors and meters that are not providing accurate readings
(f) Cleaning of chocked sludge pipe up to 80mm dia (Note:-Defective items, if replaced, shall be measured and paid for separately against relavent items of this BOQ.)
9
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Demolition of cement concrete of any description (unreinforced) in ground floors and paving not exceeding 15 cm in thickness (below or above ground level) including removal of debris to out side MD land complete all as specified & directed.
20
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M&L for PCC (1:4:8) Type E-2 using 40 mm graded crushed stone aggregate as in foundation, filling, mass concrete and sub base of floors, path/ paving etc complete all as specified & directed.
20
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Demolition and breaking up drain pipes of 150mm internal dia of bore SGSW, AC or reinforced concrete pipe, set in cement mortar complete all as specified and directed.
550
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Demolition and breaking up drain pipes of 200mm internal dia of bore SGSW, AC or reinforced concrete pipe set in cement mortar complete all as specified and directed.
100
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Demolition and breaking up drain pipes of 300mm internal dia of bore SGSW, AC or reinforced concrete pipe set in cement mortar complete all as specified and directed.
50
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M & L Concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, in Cement Concrete (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) for bore of pipes 150mm dia complete all as specified and as directed.
550
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M & L Concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, in Cement Concrete (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) for bore of pipes 200mm dia complete all as specified and as directed.
100
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M & L Concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, in Cement Concrete (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) for bore of pipes 300 mm dia complete all as specified and as directed.
50
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Supply ,laying and jointing 150 mm nominal bore dia double wall corrugated (DWC) HDPE pipes, Class SN-4 conforming to IS-16098:2013 (Part-2) with and including necessary jointing materials complete all as specified and directed.
550
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Supply ,laying and jointing 200 mm nominal bore dia double wall corrugated (DWC) HDPE pipes, Class SN-4 conforming to IS-16098:2013 (Part-2) with and including necessary jointing materials complete all as specified and directed.
100
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Supply ,laying and jointing 300 mm nominal bore dia double wall corrugated (DWC) HDPE pipes, Class SN-4 conforming to IS-16098:2013 (Part-2) with and including necessary jointing materials complete all as specified and directed.
50
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M&L for PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in cills, PCC blocks, coping, bed plates, seismic and other similar bands, plinth bands, etc including weathering, slightly rounded or chamfered angles and throating, including necessary form work etc complete all as specified and directed.
6
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Dismantling of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and pre-cast concrete articles complete all as specified and directed.
40
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M&L for brick work with sub class 'B' fly ash bricks, straight or curved on plan exc 6m mean radius built in CM (1:6) complete all as specified & directed.
33
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- ditto all as per ser items No-67 except bricks complete all as specified and as directed.
2
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M&L Brick work with sub class 'B' fly ash bricks in one brick thick honey comb walling , built in cement mortar (1:4) complete all as specified and directed.
45
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Taking down cement plaster etc on brick walls/ concrete (ceiling) surfaces of any descriptions including racking out joints, hacking for keys, scrubbing down with water and disposal of unserviceable materials to out side of MD land complete all as specified & directed.
300
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M&L for rendering on fair faces of brick work or concrete surface of wall, 15mm thick in two layers, first layer 10mm thick in CM(1:6), second layer in CM (1:4) mixed with liquid water proofing compound as per Manufacturer's instructions, finished even and smooth without using extra cement complete all as specified and directed. ( Note : Liquid WPC shall be measured and paid for separately as "Supply only".)
335
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Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete including removal of debris to out side MD land complete all as specified & directed.
10
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M&L Precast cement concrete(1:2:4), Type B-1 (using 20 mm graded stone aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar (1:6) complete all as specified and as directed. ( Note : Reinforcement shall be measured and paid for separately against relevant item of this BOQ.)
10
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M&L Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc complete all as specified and directed.
100
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M&L for mild steel TMT bars 10 mm dia and over as in reinforcement for concrete, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
500
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M&L for mild steel TMT bars 8 mm dia as in reinforcement for concrete, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
300
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Form work to soffits of suspended slab such as roof slab, floor slab , landing and similar work; not exc 200 mm thick (horizontal or sloping), fair finished surfaces of concrete, complete all as specified and directed.
40
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Form work to faces of walls, retaining walls, abutments, parapets and staircases, railing and similar work including attached pillasters, buttresses etc vertical or to batter, fair finished surface of concrete, complete all as specified and directed.
15
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M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate, smooth finished ,and reforming benching as required for 150 mm internal dia of pipe complete all as specified and directed.
5
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M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete (1:2:4) type B-1,using 20mm graded crushed stone aggregate, smooth finished, and reforming benching as required for 225 mm internal dia of pipe complete all as specified and directed.
5
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Supply only liquid water proofing compound ISI Marked, of make as approved by GE complete all as specified & directed.
100
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Taking down eaves gutters and rain water pipes (any size or pattern), including all fittings, head, shoes, bends, swan-necks atc., including cleaning or refixing or removal from site(measured overall as fixed along the centre line over fittings and accessories) complete all as specified & directed
200
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S&F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls or trenches ,110 mm bore complete all as specified.
100
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S&F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls or trenches,75 mm bore complete all as specified.
100
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S&F PVC (SWR) bends any radius 110 mm bore complete all as specified.
20
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S&F PVC (SWR) bends any radius 75 mm bore complete all as specified.
20
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S&F, 75mm bore PVC (SWR) bend, any radius with access door complete all as specified and directed.
20
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S&F, 110mm bore PVC (SWR) bend, any radius with access door complete all as specified and directed.
20
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S&F, 75mm bore PVC (SWR) junction single, (Single T) equal or unequal with access door complete all as specified and directed.
20
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S&F, 110mm bore PVC (SWR) junction single, (Single T) equal or unequal with access door complete all as specified and directed.
20
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S&F, 110mm bore PVC (SWR) branch piece, single(Single Y) equal or unequal with access door complete all as specified and directed.
20
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S&F 110 mm bore PVC (SWR) vent cowl complete all as specified and directed.
20
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S&F PVC (SWR) gully trap 125 x 110 mm setting and jointing with solvent cement complete all as specified
23
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Removal of sludge from septic tanks / manholes of any size and depth and burrying the sludge in pits with suitable depth & filled by earth out side the building perimeter including earth work and removal of surplus soil including dewatering of water complete all as directed. Note - Only sludge will be measured and paid to the contractor.Dewatering of water or mud shall be deemed to be included in the unit rate quoted against this item.
40
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Clearing & removal of blockage, of any type in WC, bathroom, kitchen including floor/nahani traps, soil waste/vent pipes gully trap upto 1st manhole, in any situation by way of cleaning / desludging and removing foreign materials to a distance up to 50 metres to the entire satisfaction of engineer-in-charge. Note:-
(a) Contractor shall detail his supervisor to office of AGE B/R-I daily by 9.00 AM who will report to concerned JE B/R /Engineer-in-Charge to receive all complaints of entire area divided in two parts i.e. Md accn & OTM accn under this contract.
(b) Contractor shall provide service providers (sweepers) separately for both the areas as per the complaints list given alongwith all requisite tools, equipments, including safely measures for attending complaint and ensure completion report by 5.00 PM on the same day.
(c) Complaint/blockage cleared in one building in a day may be for WC, bath, kitchen, floor/nahani traps etc shall be treated as one complaint.
(d) Please note that all the complaints relating to internal sewage (WC/bath/kitchen etc) shall be attended on the same day (within 12 hour).
(e) In case any complaint pertaining to inside the building (WC/bath/kitchen) is not attended within 12.00 hours, a penalty @ Rs. 100 per complaint shall be affected from the payment due to the contractor.
500
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Clearing & removal of all blockage in sewage line of any dia of sewer lines, manholes of any section and any depth, in any situation by way of cleaning / desludging foreign materials as well as blockage of sewage line in between successive manholes by mechanically including desludging of manhole /sewage line where required and odered by Engineer-in-charge and keeping sewer line functional, upto final drop/outlet into septic tank /central sewage system terminating in other joining zone/ area or into sewage wells complete all as specified. Notes:- (a) Contractor shall detail his supervisor to office of AGE B/R-I daily by 9.00 AM who will report to concerned JE B/R /Engineer-in-Charge to receive all complaints of entire area under this contract.
(b) Contractor shall provide service providers (sweepers) as per the complaints list given alongwith all requisite tools, equipments, including safely measures for attending complaint and ensure completion report by 5.00 PM on the same day.
(c) Please note that all the complaints relating to sewage line shall be attended on the same day (within 12 hour). In case of blockage in sewage line could not be detected/completed on the same day and concerned JE / Engineer-in-Charge is satisfied to the efforts applied but the same shall be attended and all blockage must be cleared by 24 hours (next day by 5.00 PM) without fail.
(d) In case any complaint pertaining to clearing of blockage in sewage line is not removed /cleared within 24 hours (next day 5.00 PM). A penalty @ Rs. 200/- per complaint shall be affected from the payment due to the contractor.
(e) Blockage cleared between two man holes irrespective of length in between shall be treated as one complaint.
500
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Cleaning of septic tank by removing septic tank cover , pumping out fluid, removing, sludge/sediments by mechanical means, transporting the fluid/sludge etc in covered containers by manually or mechanically and burrying the same in pits where directed including necessary excavation, refill and disposal of surplus soil etc complete, cleaning of septic tank with water, placing the covers intact, removing bush/ vegetation near by septic tank to an extent of 3 mtrs around complete all as directed by Engr-in-charge.
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Septic tank Upto 50 User
3
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Septic tank 51 user to 100 User
4
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Septic tank 101 user to 250 User
4
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Septic tank 251 user to 400 User
3
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Cutting of grass, growth/ vegetations, bushes or like and similar work and making the workable space for carrying out cleaning of sewage line/ manholes in any location or condition all as specified and directed by Engineer-in-Charge
184
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M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of appropriate primer complete all as specified and directed.
500
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Schedule of credit amount of Rs 90,413.00 to be deducted during AOC
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Evaluation Notes How It Works ?
Potential Partner
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