Military Engineer Services Tender
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Military Engineer Services - MES Tender
Bridge Construction
Eprocure
Opening Date15 Sep 2021
Closing Date25 Oct 2021
Tender Amount₹ 39,62,000
Costs
EMD
₹ 79,300Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_MES_475336_1Tender No
8411/GE (MIS)/MhowTender 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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Demolition of brick work or stone work, built in cement mortar including all quions, arches, pillars etc complete all as specified and directed
41
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Demolation of Stone slabs and tiles of any description or thickness in floors, aprons laid , bedded and pointed in any mortar
1.5
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Dismantling wrought iron or mild steel work of any description not otherwise provided for
11
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Earth work in excavation,over area by using Hydraulic excavator not exceeding 1.5mtr in depth including getting out in any type of soil and disposal of excavated soil to a distance up to 50 mtr where directed at a level not exceeding 1.5 mtr above starting point.
240
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All as per item NO 7 above but depth exceeding 1.5 mtr but not exceeding 3.0 mtr.
60
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All as per item NO 7 above but depth exceeding 3.0 mtr but not exceeding 4.5 mtr.
10
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Earth work in excavation in trenches by using hydraulic excavator, not exceeding 1.5mtr width, not exceeding 1.5mtr in depth, getting out in any type of soil for foundation, drain etc. and disposal of excavated soil to a distance up to 50mtr where directed at level not exceeding 1.5mtr above starting point.
45
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Spreading and Levelling of earth filling, excavated material received from borrow pits/trenches in layer not exceeding 25 cm thick , well ramming including watering as required
94
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Returning filing in soil including spreading levelling watering and well ramming in layers not exceeding 25 cm in hard/dense soil complete all as specified and as directed.
179
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Removing excavated material to a distance exc 1.50 Km andn exc 5.00 Km and deposited where directed at level n exc 1.5 m above the starting point
161
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M&L for plain cement concrete(1:4:8) type D2 as in foundations, filling and mass concrete using 40 mm graded stone aggregates complete all as specified and as directed.
52
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M&L for plain cement concrete (1:2:4) type B1 using 20 mm graded stone aggregates as in sub base or levelling course complete all as specified and as directed.
15
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M&L for plain cement concrete (1:2:4) typeB1 using 20 mm graded stone aggregates 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 as directed.
3
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M&L for plain cement concrete (1:2:4) typeB1 using 20 mm graded stone aggregates as in surface channels and drains complete all as specified and as directed.
8
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M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc.
100
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All as per item No-18 above but add or deduct for each 25 mm girth or part thereof over or under 30cm
400
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M&L for stone walling of squared rubble,mansonry brought up to courses, well bonded, bedded and solidly hearted, built in CM 1:4 complete all as specified and as directed.
60
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M&L for Stone sett flooring with stone setts of size 200 to 250mm long,150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush
120
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M&L for boulder pitching grouted with cement mortar 1:6 complete all as specified and as directed.
12
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M& L for Flush pointing to random rubble stone masonry, uncoursed or brought upto courses in CM 1:4
8
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M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter for fair fineshed surfaces
25
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M&L for formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses,etc vertical or to batter for fair fineshed surfaces
180
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M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200mm thick (Horizontal or sloping) for fair fineshed surfaces
34
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M&L for formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide.(Horizontal or sloping)r for fair fineshed surfaces
30
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M&L for reinforced cement concrete design mix M-25 (using 20 mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete
53
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-
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M&L for reinforced cement concrete design mix M-25 (using 20 mm graded stone aggregate) as in Walls, retaining walls,basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses
80
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M&L for reinforced cement concrete design mix M-25 (using 20 mm graded stone aggregate) as in slab supported on walls,beams and columns in floors,roof,landing balconies,canopies deck slab and in shelves and the like complete all as specified and as directed. NOTE for SI item no 28 to 30 :- Reinforcement shall be measured and paid separetely under relevent item.
33
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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 for cols, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed..
9550
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All as per item No -31 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders
800
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M&L for rendering 15mm thick cement plaster on fair faces of brick work or concrete surfaces of wall , in cement mortar (1:4) and surfaces finished even and smooth without using extra cement , complete all as specified and as directed.
290
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M&L for rendering 15mm thick cement plaster other than fair faces of brick work or concrete surfaces of sofit of slab/ ceiling , in cement mortar (1:4) and surfaces finished even and smooth without using extra cement , complete all as specified and as directed.
44
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S&F PVC (SWR) 110mm dia pipes single socketed, in any length with rubber ring joints, laid in as a weep hole in retaining wall complete all as specified and as directed.
50
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S&F mild steel work as in Hand rails, half round or other steel section or core for wooden hand-rail straight ortion,drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts 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
550
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S&F steel Tubes, 'medum grade', galvanised,with all fittings 80mm dia as in Hand rails complete all as specified and as directed.
100
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M&L for prepration of new steel surfaces exc 10 cm width or girth not otherwise described and applying two coat of synthetic enamel paint over acoat of red oxide, zinc chrome primer complete all as specified and as directed.
60
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M&L for preparation of new plaster surfaces of wall and applying two coat of exterior weather proof water base emulsion paint over a coat of primer of same make on walls all as specified & directed Make : Shalimar, Saktiman/ Asian- ACE/Burger wal masta )
200
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M&L for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for 250mm thick concrete slab
1.7
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Surface excavation n.exc 30cm deep & averaging 15 cm deep and getting out in soft/Loose soil
70
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M&L for PCC 1:4:8 type D2, using 40mm graded stone aggregate 75mm thick as in sub base etc.complete all as specified.
70
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M&L for reinforcement cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, blaconies, canopies, deck slabs and in shelves and the like NOTE :- Reinforcement shall be measured and paid separetely under relevent item.
1
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M&L use and waste of timber formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings & similar work; not exc. 200m thick (Horizontal or sloping) rough flat finished surfaces of concrete.
4
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M&L use and waste of timber formwork to edges of concrete flats, treads, breaks in floors,window cills,concrete railings,openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide in rough finished surfaces.
10
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S&F Rolled mild steel Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lenghts i.e. within 20mm of the length indicated) GDE Fe 410-0 W (Gde E-250) quality A
910
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M&L for 80 mm thick machine pressed precast concrete interlocking paver block rubber moulded (glossy finish) of M-40 Gde of approved shape, size & colour confirming to IS 15658-2006 with grey cement and no pigment complete all as specified and as directed.
73
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M&L stone dust under floors or in foundations including watering and consolidation spreading and levelling in layers n exc. 25 cm thick
3.5
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M & L for Brick work with sub class 'B' bricks using Modular size Brick , straight or curved on plan exc 6m mean radius built in CM 1:6 complete as directed and specified..
9
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Removing excavated materials(soil) to a distance n. exc 50m and depositing where directed at a level n.exc 1. 50m above the starting point, complete all as specified & directed.
50.5
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Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in Hard/Dense soil, complete all as specified and directed.
20
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Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation, etc or for shafts, wells, cespits, manholes pier hold etc n.exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in Hard/Dense soil, complete all as specified and directed.
116
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M&L for moorum / red bajri filling in floors or pavings, laid in layers nexc 15cm thick, spread, levelled and rammed including waterring and consolidation complete all as specified and directed.
1.5
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M&L for hardcore with broken stone of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
1.5
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M&L for rendering 10 mm thick in CM ( 1:6 ) on fair faces of wall/ concrete surfaces finish even and fair complete all as specified and directed.
40
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Supply only integral water proofing compound complete all as specified and directed.
2
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M & L for applying two coats of 1st Quality oil emulsion distember over new prepared surface of wall with putty complete all as specified and directed. Note:- Putty shall be measured and paid seperately under Srl Item No. 13)
40
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M&L for preparation of newly plaster surface of wall and and apply 2mm thick cement base wall care putty in two coat (each coat not less than 1mm) over a coat of primer on walls and surface finished even and smooth with sand paper complete all as specified and directed
40
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S&F 0.50mm thick (including coated thickness) pre-colour pre- profiled (Galvalume/zinkalume) sheets of required colour and design having tensile strength of 550 Mpa as in roof sheeting/sunshade/ wall cladding, north light curves, fixed with zinc coated self drilling fastener including EPDM washer complete laid with one corrugation side laps and min 150mm end lap laid to slope all as per manufacturer / profile maker instruction complete all as specified and as directed.
15
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S&F MS steel Hollow Section work in tubular trussles, purlins, rafter, tubler column, where connected common rafter and running rails fixed with angle cleat or other connection plates including special shaped washer etc, complete using ERW or induction butt welded tubes conforming IS-4963,1993 and IS-1161-1979 grade ST-240 complete all as specified and as directed.
50
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S&F fabricating coloured powder coated aluminium frame work for door windows , ventilators, partisions with one or more rebates sections of approved tint as required for partions including beading,cleat, screws,fasteners, plugs, for fixing with wall/ceiling columns/beams etc complete all as specified and directed.
9
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S&F coloured power coated aluminium window and ventilator shutters, sliding type without sash bar aluminium section weighing 0.55 kg/m including necessary locking arrangement, guide wheels, joining cleats, glazing clips rubber packing anodised aluminium snap beading screws etc complete all as specified and directed.
4
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S&F coloured power coated aluminium door shutters, aluminium section weighing min 0.55 Kg/m including necesssary joining cleats, glazing clips, rubber neoprene packing handles 2 Nos in each door, pad lock, hinges, anodised aluminium snap beading screws etc complete all as specified and directed. .
4
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S&F 4.8 mm thick plain or tinted glass, ordinary quality including rubber gasket for packing and fixed to aluminium doors/window/partition incl necessary cutting / moulding and chamferrring of edges for service window/counters complete all as specified and directed.
6
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S & F for stainless steel wire cloth of 0.56mm dia wire and average width of aperture 1.18mm & fixed with tacks or screws, wire staples, etc complete all as specified and directed.
2
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M & L for machine cut kota stone slab in flooring 20-25mm thick of size not less than 595X595mm as in floor and laid over and including 15mm thick screed bed in CM 1:6 & set jointed and pointed cement mixed with pigment to match the shade of slab including rubbing and laid over and including and polishing complete all as specified and as directed.
12
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Supply and fix in repair cast iron non return valve, swing Horizontal type with rubberised steel ball and CI body flanged fixed between exit of the pump and delivery pipe line of size 150 mm bore
4
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Supply and fix cast iron non return valve, swing Horizontal type, with rubberised steel ball and CI body flanged fixed between exit of the pump and delivery pipe line of size 100 mm bore including dismantling old unserviceable one.
3
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Supply and fix foot valve ball type foot valve with rubberised steel ball and CI body flanged/screwed at the end of the suction line of size 150 mm bore.
2
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Supply and fix foot valve ball type foot valve with rubberised steel ball and CI body flanged/screwed at the end of the suction line of size 100 mm bore.
2
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Taking up Ductile Iron Pipes (including all fittings), with Spigot and socketed ends and rubber tighten joints carefully for relaying including Cleaning, dewatering for the size of 200 mm dia bore
50
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Taking up cast iron water main from trenches carefully without any damage (including all fittings) with spigot and socket ends and lead joints including burning out joints and recovering lead complete all as specified and directed for the size of 300 mm dia bore
15
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Supply, laying and testing of centrifugally cast (Spun) ductile iron pressure pipe Class K-9 of size DN 100mm bore with socket and spigot ends with and including push-on-rubber jointing, pipes duly applied with zinc coating with finishing layer of bitumen on external surfaces and cement mortar lining with bituminous seal coat on internal surfaces complete confirming to IS-8329 (2000), complete all as specified and directed by the Engineer-in Charge at site. Note:- Any other connected minor works as required at site during the execution like PCC works for supporting of bends etc. the rates for the same shall deemed to be included the quoted rates.
15
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M&L for ductile iron fittings, as per IS :9523 (2000), Class K-12 for DI pipe of size 80mm to 400mm bore such as bends (any type, radius and angle), tapers any type (straight, bend, increasing, decreasing or double socket etc), Tee pieces (single branch, "Y" junction, double branch), cross (all sockets or socket and spigot), collars, caps and plugs etc as per site requirement, complete all as specified and directed.
200
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Relaying only of DI pipes of size 200 mm bore dia as specified and as directed
50
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Supply & fix rubber rubber push joints suitable for 200mm bore DI pipe and fittings such bends (any type, radius and angle) tappers any type (straight, bend increasing decreasing or double socket etc) Tee pieces, single branch, Y junction, double branch, cross collars, caps and plugs complete all as specified and directed.
25
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Taking up or down existing GI tubing and connections including cleaning for refixing or removal to store for the size of 80 mm dia bore complete all as specified and directed
18
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Supply, fixing, laying & jointing in repair galvanised iron water tubes 'medium grade' with and including all GI fittings such as flanges, unions, reducer sockets, socket reducing bends, elbows, tee, check nuts, caps, plugs etc.and clips, wall hooks etc. laid in trenches, on ground or fixing on wall and testing complete all as specified and directed for the size of 80 mm dia bore
25
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M&L for Cutting existing CI/ DI pipes, laid in position for taking out branch connection by inserting new Tee, branches, coller etc. complete all as specified and directed for the following sizes:-
-
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200 mm bore
4
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300 mm bore
4
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Supply, fixing, jointing and testing in repair of cast iron pipe with spigot and socket ends suitable for run lead joints centrifugally cast class LA in any length laid in trenches complete all as specified and directed of size 300 mm dia bore
Note:- Any other connected works for supporting of bends required at site during the execution like PCC works etc. the rates for the same also deemed to be included the quoted rates.
45
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M&L for CI fitting, like cast iron bends (any type, radius and angle), tapers any type, (straight, bend, increasing, decreasing or double sockets etc.) tee pieces single branch, 'Y' junction, double branch, cross (all socket or spigot and socket) collers, caps and plug etc from size 200 mm bore to 400 mm bore for spigot and socket end pipes complete all as specified and directed.
528
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M&L for run lead Joint for cast iron pipes spigot and socket ends and cast iron special fitting with caulked spun yarn and lead of size 300 mm dia bore
10
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Taking out HT UG cable of any size and type from under ground trenches complete all as directrd by Engineer -in-charge.
25
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Taking out LT UG cable of any size and type from under ground trenches complete all as directrd by Engineer-in-charge.
60
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S&F in XLPE insulated screened, PVC bedded, galvanised steel strip armoured, overall PVC sheathed electric power cables (heavy duty) with aluminium conductor, 11000 volts grade (Earthed) cross sectional area 185 Sqmm 3 core laid in trenches or fixed to pole or passing trough pipe including dismantling / taking down unserviceable cable complete all as specified.
70
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S&F XLPE insulated and PVC armoured heavy duty electric cables with aluminum conductor, 1100 volt grade of size 3.5 core 95 sqmm in trenches/through pipes/ducts or on poles/walls jointing to O/H conductor, LT panels, main switch with suitable size aluminum lugs and testing complete all as specified & directed for the following sizes:- Note : (a) Excavation shall be measured and paid seperately under relevent items of Sch 'A'. (b) All required cable for lugs of suitable size shall deemed to be included in the rate quoted.
70
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-
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All as per item no. 86 but for 50 Sqmm 3.5 core.
70
-
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All as per item no. 86 but for 10 Sqmm 2 core.
50
-
-
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S&F Cable jointing kit for 11 KV (Earthed) grade cable for straight through heat shrink type joint complete with jointing material and accessories suitable for 3 core 185 sqmm XLPE armoured aluminium conductor cable.
2
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S&F straight through joint heat shrink type for 3.5 core50 sq mm PVC insulated and sheathed aluminium cable complete all as specified and directed.
2
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-
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M &L for straight through joint heat shrink type for 3.5 core 95 sq mm PVC insulated and sheathed aluminium cable complete all as specified and directed.
2
-
-
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M&L for sand cushioning with fine dry unwashed sand in trenches for protection of cables complete. NOTE:- Thickness shall be measured after punning.
19
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Supplying and laying reinforced precast
concrete cable cover,Class HV, Type I, flat of size 300mm x 180mm x 40mm.
380
-
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Supplying and laying reinforced precast
concrete cable cover,Class LV, Type I, flat, size 250mm x 150mm x 40mm.
1200
-
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Supply and fixing Steel tubes, galvanised, light grade, ISI marked 80 mm bore for protection of cable under floor, road and on wall complete.
15
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M&L for disconnecting conductor,insulator,channel,street light bracket with fitting etc from LT pole of height 9 to 11 meter and remove LT Pole carefully from safe ground, lifting the LT pole and load the same in a suitable vehicle and transport to theother location, unloading the same and fixed in position and reconnecting the conductor, insulator, channel and street light bracket with fitting etc. all as specified and directed by Engineer- in- charge. NOTE:- Quoted rate shall be inclusive of necessary earth work excavation, refilling, PCC foundation,coping etc. as required at site.
1
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