Military Engineer Services Tender
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Military Engineer Services - MES Tender
Eprocure
Opening Date6 Jan 2025
Closing Soon27 Jan 2025
Tender Amount₹ 44,00,000
Costs
EMD
₹ 88,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_691969_1Tender No
8802/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Dismantling fencing wire mesh, any type complete all as specified and as directed.
120
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Dismantling Wrought Iron or Mild Steel Work, viz. MS Flat Iron (Wind Tie) and Similar Work including MS Bolts, Nuts, etc., complete all as specified and as directed.
6.5
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Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in mortar complete all as specified and directed.
53
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Taking down Cement Plaster of any description on Brick Walls, Concrete Surfaces including racking out joints, hacking for key, scrubbing down with Water, remove dust, debries/ rubbish, etc., complete all as specified and as directed.
798
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Demolition and breaking up 150mm bore drain pipes (salt glazed ware, AC or reinforced concrete ) set in cement mortar complete all as specified and as directed.
175
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Demolition and breaking up 200mm bore drain pipes (salt glazed ware, AC or reinforced concrete ) set in cement mortar complete all as specified and as directed.
215
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Dismantling 75mm bore Cast iron pipe or reinforced concrete drain pipe, jointed in cement mortar in foul places including necessary scaffolding upto four story height of building complete all as specified and as directed.
130
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Dismantling 100mm bore Cast iron pipe or reinforced concrete drain pipe, jointed in cement mortar in foul places including necessary scaffolding upto four story height of building complete all as specified and as directed.
110
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Dismantling 150mm bore Cast iron pipe or reinforced concrete drain pipe, jointed in cement mortar in foul places including necessary scaffolding upto four story height of building complete all as specified and as directed.
85
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Excavation in trenches not exc. 1.5 Metre wide and not exc. 1.50 Metre in depth for foundation etc. or for shafts, wells, cess pits, manholes, pier holes etc. not exc. 10 Sqm on plan and not exc. 1.50 Metre in depth and getting out as in Soft/Loose Soil, complete all as specified and as directed.
175
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Excavation in trenches not exc. 1.5 Metre wide and exc. 1.50 but not exc 3.0 Metre in depth for foundation etc. or for shafts, wells, cess pits, manholes, pier holes etc. not exc. 10 Sqm on plan and not exc. 1.50 Metre in depth and getting out as in Soft/Loose Soil, complete all as specified and as directed.
27
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Excavating in post holes (or similar holes) each n. exc. 0.5 cum, getting out returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc. 25 cm watering and removing surplus soil to distance n. exc 50 m and making good surface complete all as specified and directed.
40
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Returning, Filling in, including Spreading, Levelling, Watering and Well Ramming in Layers not exc. 25 Cm as in Soft/Loose Soil, complete all as specified and as directed.
151.34
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Removing excavated Material (Soil) not exc. 50.00 Metre and depositing where directed at a level not exc. 1.50 Metre above the starting point, complete all as specified and as directed.
50.66
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M&L Plain Cement Concrete type D2 (1:4:8) using 40 mm graded aggregate as in Foundation, Filling and Mass Concrete, complete all as specified and as directed.
25
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M&L Cement Concrete Type B0 (1:2:4) (12.5mm graded crushed stone aggregate) in lintels upto 1.5m clearspan, cills, steps; seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones,bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.
19
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M&L Cement Concrete Type B1 (1:2:4) (20mm graded crushed stone aggregate) as in copings, kneelers, apex stones,bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.
5
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M&L Plain Cement Concrete type B1 (1:2:4), using 20mm graded crushed stone aggregate as in surface channels and drains complete all as specified and as directed.
9
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M&L Pre-cast Reinforced Cement Concrete type B1(1:2:4) using 20 mm graded crushed stone aggregate) as in Cover Slab of Man Holes, Septic Tanks, etc., set in Cement Mortar 1:4 including necessary forms, moulds, etc., including demolition complete all as specified and as directed.
NOTE : Reinforcement shall be measured and paid separately under relevant Item.
22
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Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped end etc complete all as specified and as directed.
402
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M&L pulverized Brickwork with fly ash bricks wall have minimum compressive strength of 75 Kg/Sqcm, straight or curved on plan exc 6 m mean radius built in Cement Mortar 1:4, complete all as specified and as directed.
23
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Labour only Brick Work using Except old bricks obtained from demolition, Straight or Curved on Plan exc. 6.0 Metre mean Radius, built in Cement Mortar 1:4, complete all as specified and as directed.
5
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S&F Mild Steel TMT bars 6 to 8 mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
320
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S&F Mild Steel TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
620
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S&F Mild steel angle iron as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.
600
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M&L Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut of 11 to 15mm dia, and 5cm to 10cm long complete all as specified and directed.
15
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S&F Galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire staples or steel pins etc (each line wire to be measured) as in repair.complete all as specified and as directed.
26
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S&F PVC coated chain link fencing mild steel galvanised 3.00mm dia (minimum weigth 3Kg/Sqm) of wire and spacing 75mm x 75mm including line wires to any standards, rails and straining bolts including provision of binding wire complete all as specified and directed.
Note :- Line wire and bolts/nuts shall be measured and paid separetaly under relevant item of theis schedule
100
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S&F Concentrina coil fencing with punched type concentrina coil 600mm dia openable length having 50 Nos rounds per 6 Rm length upto 3.2 m height of wall with angle iron 'Y' shaped placed 2.5 to 3.5m apart and stud tied with GI staples and GI clips to retain horizontal including necessary bolts or GI barbed wire tied to angle iron, spring core ( 2.5mm thick) wire of high tensile strength of 165 Kg/Sqm with tape ( 0.52mm thick) and weight 43.478 Gm/Mitre complete all as specified and as directed.
500
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M&L 150 mm thick, plain cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in sub base of floor, finished Concrete Surfaces Even and fair , complete all as specified and as directed.
50
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M&L 100 mm thick, plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in sub base of floor, finished Concrete Surfaces Even and fair , complete all as specified and as directed.
175
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M&L Pre polished Chequered cement concrete tiles of size 400mm x400mm x25mm thick, with grey cement and no pigment, jointed in neat cemnt slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and directed.
130
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Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade bearing specification as per IS code 15658:2006 with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, complete all as spcified and directed.
175
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Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade bearing specification as per IS code 15658:2006 with approved colour,design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, complete all as spcified and directed.
55
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M&L Rendering 15mm thick in Cement Mortar 1:4 on fair faces of Brick Walls or on Concrete Surfaces of wall of open drain, finishing plastered surfaces Even and fair complete all as specified and as directed.
655
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M&L Rendering 15mm thick in Cement Mortar on other than fair faces of brick work or concrete surface of wall in two layer, first layer 10 mm thick in cement morter (1:4) and top layer 5mm thick in cement morter (1:4) using water proofing compound and finishing the surface even and smooth without using extra cement including necessary scafolding and saftey measures complete all as specified and as directed. . (NOTE:-WPC shall be measured and paid separately)
269
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"Supply only" liquid water proofing compound (ISI marked) complete all as specified and directed.
Make:- STP NO 1/ PEDILITE(DR FIXIT)/ FOSROC/ CICO/ SIKA
95
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M&L Preparing old decorative Surfaces of walls and applying one Coat of cement base paint complete all as specified and as directed.
1300
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M&L Preparing new Surfaces of Walls and applying Two Coats of Cement Based Paint over a coat of alkali resistant primer complete all as specified and as directed.
250
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M&L Complete removal of old decorated surfaces and Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specified & directed.
1200
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M&L Preparing new Steel or Iron Surfaces of any description, over 10 Cm width or girth and applying Two Coats of Synthetic Enamel Paint (First quality) over a coat of Red Oxide/ Zinc Chrome Primer, complete all as specified and as directed.
94
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M&L Cutting into existing Manholes for connecting new Drains Pipe 150mm bore (dia) 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 (20mm graded aggregate), Smooth finished and Reforming Benching as required including making good to Walling and Rendering in Cement Mortar 1:3,complete all as specified and as directed.
33
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M&L for 150mm dia Reinforced concrete pipes, class NP-3, laid and jointed with collars complete all as specified and directed.
175
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M&L for 200mm dia Reinforced concrete pipes, class NP-2, laid and jointed with collars complete all as specified and directed.
215
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M&L Cement Concrete type C2 , 1:3:6 (40mm graded aggregate) as in Concrete bed to drain pipes of internal dia 150mm, including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and as directed.
175
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M&L Cement Concrete type C2 , 1:3:6 (40mm graded aggregate) as in Concrete bed to drain pipes of internal dia 200mm, including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and as directed.
215
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S&F RCPC (Reinforced Cement Polymer Concrete) drain cover slab of size 750mm x 450mm x 75mm thick, of capacity 2-3 MT placed in proper position as in repair complete all as specified and as directed.
500
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S&F for single socketed UPVC (SWR) pipe Type "B" 75mm bore with rubber ring joint any radius as in repair, complete all as specified and directed.
9
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S&F for single socketed UPVC (SWR) pipe Type "B" 110mm bore with rubber ring joint any radius as in repair, complete all as specified and directed.
10
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S&F for single socketed UPVC (SWR) pipe Type "B" 160mm bore with rubber ring joint any radius as in repair, complete all as specified and directed.
3
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S&F UPVC (SWR) vent cowl 75mm bore (dia), any type etc. and Jointing with Solvent Cement, as in repair complete all as specified and as directed.
8
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S&F UPVC (SWR) Bend 75mm bore (dia), any type etc. and Jointing with Solvent Cement, as in repair complete all as specified and as directed.
9
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S&F UPVC (SWR) Bend 110mm bore (dia), any type etc. and Jointing with Solvent Cement, as in repair complete all as specified and as directed.
9
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S&F UPVC (SWR) 75mm bore Branch pieces, double (equal or unqual), ordinary or inverted (spigot or socket type) or with parallel branches or fitted with oval access doors and Jointing with Solvent Cement complete all as specified and directed.
11
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S&F UPVC (SWR) 110mm bore Branch pieces, single (equal or unqual), ordinary or inverted (spigot or socket type) or with parallel branches or fitted with oval access doors and Jointing with Solvent Cement complete all as specified and directed.
9
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S&F UPVC (SWR) 110mm bore Branch pieces, double (equal or unqual), ordinary or inverted (spigot or socket type) or with parallel branches or fitted with oval access doors and Jointing with Solvent Cement complete all as specified and directed.
8
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M&L 75mm diameter of outlet UPVC (SWR) floor trap plain with grating including jointing with solvent cement as in repair complete all as specified and as directed.
9
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S&F for Stack clamps out of 50mm by 5mm flat iron and 16mm dia round iron stays including bolts and nuts and securing ends of stays to wall or roof Bore in pipe in 75mm to 150mm complete all as specified and directed
Note for Item No 51.00 to 61.00:- (i) Unit rate quoted by tenderer shall included for use of all scaffolding, trestles, ladders, cradles etc, hoisting, lowering and protective measures etc up to twelve storeys height of bldgs.
52
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Cleaning of blocked kitchen trap / nahani trap / floor trap/ Water closet of any type / pattern with vaccum pump upto 1st manhole and making the drain channel fully functional by flushing with sufficient quantity of water to entire satisfaction of Engineer-in-Charge including cleaning of 1st manhole and removing the waste materials / sludge etc to a distance outside residential area nexc 50m and buring the same in a pit and spreading bleaching powder surrounding the area @ 1Kg/ Sqm and sealing the top with fine sand of suitable depth complete all as specified and as directed.
Note:-(i) Cost of earth work in excavation required for digging the borrow pit and buring the the waste materials / sludge in the borrow pit and sealing the pit with fine sand and spreadind of bleaching powder shall deemed to be included in the rate quoted.
(ii) Any damged done by the Contractor during cleaning shall be make good by the Contractor at his own cost upto the satisfaction of Engineer-in-Charge.
(iii) Unit rate quoted by tenderer shall included for use of all scaffolding, trestles, ladders, cradles etc, hoisting, lowering and protective measures etc up to twelve storeys height of bldgs.
820
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Cleaning of under rain water / waste pipe/ sewer line of any dia by rodding / bamboo split including removing and refixing of eye cover in existing position and taking out waste and foreign materials and flushing with sufficient quantity of water etc. and cutting of the bushes both side of sewage line upto 0.5 mtr each side and removing the same to a distance not exceeding 50m where directed, complete all as directed by the Engineer-in-Charge.
Note:-(i) Once cleaned the sewage lines, the Contractor shall maintain the lines functional upto the date of Completion at his own cost.
(ii) Any damged done by the Contractor during cleaning shall be make good by the Contractor at his own cost upto the satisfaction of Engineer-in-Charge.
(iii) Unit rate quoted by tenderer shall included for use of all scaffolding, trestles, ladders, cradles etc, hoisting, lowering and protective measures etc up to twelve storeys height of bldgs.
1300
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Cleaning of all debris / vegitation over roof surfaces of accessible or unaccessible roof portion upto any height and the mouth of rain water pipe and around the tanks area and removal of materials outside the MOD land including necessary scaffolding and safety measures complete all as directed by Engineer-in-Charge.
100
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Taking out inspection door from Soil/waste pipe band/tee 'Y' junction and removing blockage materials from it for cleaning of blockage and finally re-fixing the door complete all as specified and as directed Note:- (i) Unit rate quoted by tenderer shall included for use of all scaffolding, trestles, ladders, cradles etc, hoisting, lowering and protective measures etc up to twelve storeys height of bldgs.
420
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Lifting of cover and desilting of blocked manhole of any size and depth by mechanised suction machine and removal of sludges in water sealed container to a distance outside residential area and washing with adequate quantity of water and refixing the cover in the same location and cutting of bushes all around the manholes up to 1.0 m radius including burying the sludge in a pit spreading bleeching powder with sufficient quantity surrounding it and sealing the pit with fine sand and spreading bleeching powder surrounding the pit etc complete all as specified and as directed by Engr-in-Charge.
Note:-
(i) Cost of earth work in excavation required for digging the borrow pit and burrying the the waste materials / sludge in the borrow pit and sealing the pit with fine sand & spreading bleeching powder shall deemed to be included in the rate quoted.
(ii) Any damged done by the Contractor during cleaning shall be make good by the Contractor at his own cost upto the satisfaction of Enginner-in-Charge.
165
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