Military Engineer Services Tender
View complete overview of Chandigarh MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date4 Jan 2024
Closing Date1 Feb 2024
Tender Amount₹ 43,69,000
Costs
EMD
₹ 87,380Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_635765_1Bid Award Id
ViewTender No
GE(AF)/CHD/T-63/2023-24Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Excavating over areas, not exceeding 1.5 m deep and getting out in soft/loosec soil , complete all as specified and directed by Engineer-in-Charge.
40.5
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Excavating over areas, exceeding 1.5 m but not exceeding 3.00 m deep and getting out in soft/loosec soil , complete all as specified and directed by Engineer-in-Charge.
40.5
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Excavating in trenches in soft/loosec soil , not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out, complete all as specified and directed by Engrineer-in-Charge.
90
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-
Removing excavated soil to a distance exceeding 250 metre but not exceeding 500 metre and depositing where directed at a level not exceeding 1.50 meter above the starting point , complete all as specified and directed by Engineer-in-Charge.
111
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Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches after the cables have been laid and tested, complete all as specified and directed by Engineer-in-Charge.
60
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-
Demolition of unreinforced cement concrete in in any description and in any postion not other wise specifically provided for and removing of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge.
23.95
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Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates as in sub base ,foundations, filling and mass concrete , complete all as specified and directed by Engineer-in-Charge.
8.1
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Plain cement concrete ,100 mm thick (1:4:8) type D-2, using 40 mm graded mechanically crushed stone aggregatesd aggregate as in sub base , complete all as specified and directed by Engineer-in-Charge.
179.2
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Plain cement concrete ,75 mm thick (1:3:6) type C-2, using 40 mm graded mechanically crushed stone aggregatesd aggregate as in sub base , complete all as specified and directed by Engineer-in-Charge.
200
-
-
Plain cement concrete ,75 mm thick (1:2:4) type B-2, using 40 mm graded mechanically crushed stone aggregatesd aggregate as in sub base , complete all as specified and directed by Engineer-in-Charge.
13.44
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-
Plain cement concrete 75 mm thick, 1:3:6, type C-2, using 40 mm graded mechanically crushed stone aggregates, laid in 1:20 slope as in plinth protection including making joints at 3.00 metre intervals and at each corner, the joint shall be filled with mastic filling (to full depth) comprising of one part heated hot blown bitumen 85/ 25 & two parts heated sand (by volume), surface finished even and fair , complete all as specified and directed by Engineer-in-Charge. Note :Quoted rates are inclusive of use and waste of formwork and to devide the area in panels.
100
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-
Hardcore of gauge n exc. 63 mm of broken stone , deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface , complete all as specified and directed by Engineer-in-Charge.
26.88
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Demolition of brickwork or stone boulder masonary built in cement mortar including all quoins, arches, pillars etc for the area where unservicable bricks retrived and removal of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge.
2
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-
Cutting into walls of existing manholes for connecting new drain pipe 150 mm internal dia pipe, making good to wall in CM (1:3)/ PCC (1:2:4) after inserting pipe, cutting out benching & forming branch channel (1/2) round or (3/4 section) in cement concrete (1:2:4) type B-1, reforming benching as required and rendering smooth finished, including removal of rubbish outside MoD land, complete all as specified and directed by the Engineer-in-Charge.
6
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Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement sand mortar 1:4 complete , complete all as specified and directed by Engineer-in-Charge.
3.5
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Providing pre-cast reinforced cement concrete 1:2:4 type B-1, using 20 mm graded mechanically crushed stone aggregates set in cement mortar 1:4 as in manhole covers including necessary forms/moulds , complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
0.9
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-
Mild steel TMT bars 10 mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90 mm dia, complete all as specified and directed by the Engineer in Charge.
75
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-
Salt- glazed stoneware drain pipe grade ‘A’ 150 mm bore, ISI marked jointed with cement mortar, laid in trenches and tested including pipe fittings such as bend, junction etc. of same grade , complete all as specified and directed by Engineer-in-Charge.
90
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-
Plain cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in bed to SGSW pipes of 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed by the Engineer-in-Charge.
90
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Plain cement concrete (1:3:6) type C-2 using 40 mm graded mechanically crushed stone aggregates as in surface channels and drains , complete all as specified and directed by Engineer-in-Charge.
0.9
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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 ends etc. ,complete all as specified and directed by Engineer-in-Charge.
20
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Taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description, and removing of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge.
300
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Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 finished the surface even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
100
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Rendering 10 mm thick on fair faces on concrete surfaces of ceiling in cement mortar 1:3 finished the surface even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
100
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Rendering 15 mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:4 finished the other than fair faces surfaces frinished and even and smooth without using extra cement and mixing with water proofing compound as per manufacturers instruction @3% of cement weight , complete all as specified and directed by Engineer-in-Charge. Note: Quoted Rate of above item is inclusive the cost of WPC and nothing extra shall be admissible on this account.
170
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-
Rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished the surface fair and even without using extra cement, complete all as specified and directed by Engineer-in-Charge.
34
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-
Preparation of new plastered or unplastered surfaces of walls and applying three coats of white washing , complete all as specified and directed by Engineer-in-Charge.
126
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Preparation of new plastered or unplastered surfaces of ceiling and applying three coats of white washing , complete all as specified and directed by Engineer-in-Charge.
100
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-
Preparation of new plastered or unplastered surfaces of walls and applying two coats of oil bound distemper over and including 1 mm thick wall care putty to smoothening the surfaces by using sand paper , complete all as specified and directed by Engineer-in-Charge.
100
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Preparation of new plastered or unplastered surfaces of walls and applying two coats of cement base paint on walls, complete all as specified and directed by Engineer-in-Charge.
170
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-
Complete removal of existing treatment of old surfaces of wall and preparation of old surfaces including brooming down or steel wire brushing, scraping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots etc applying two coats of cement base paint on walls, complete all as specified and directed by Engineer-in-Charge.
237
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Complete removal of existing treatment of old surfaces of brick/ stone/ plastered/concrete/ surface and preparation of old surfaces of walls including brooming down or steel wire brushing, scraping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots etc and applying two coats of oil bound distemper over and including over and including 1 mm thick wall care putty to smoothening the surfaces by using sand paper , complete all as specified and directed by Engineer-in-Charge.
100
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-
Complete removal of existing treatment of old surfaces of concrete and preparation of old surfaces of ceiling including brooming down or steel wire brushing, scraping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots etc and applying two coats of white washing on ceiling , complete all as specified and directed by Engineer-in-Charge.
130
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-
First quality glazed designer pattern ceramic coloured tiles of 300x450x7 mm thick fixed in pattern to wall ( combination of dark and light colour with boarder) laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:3) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement to match the shade of tiles in and including dismantling of floor, hearth or wall tiling including cement mortar bedding (but not backing) and removing of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge. Note :- Design, pattern and colour of tiles will be as approved by GE. Quoted rates are inclusive of any no of Highlighters required for making pattern .
80
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First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 Sq.m but not exceeding 0.18 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:4) including pointing in white or coloured cement to match the shade of tiles in and including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removing rubbish off the premises, complete all as specified and directed by the Engineer in Charge. Note :- Design, pattern and colour of tiles will be as approved by GE.
30
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-
20-25mm thick machine cut kota stone slab flooring including strip of size 50 to 75 mm wide laid over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing and complete and 15mm thick screed bed in CM 1:4 in and including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in cement mortar including white marble strip of size 50 to 75 mm wide ,complete all as specified and directed by Engineer-in- Charge.
25
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20-25mm thick machine cut kota stone slab as in skirting/riser over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing and complete laid over 10mm thick screed bed in CM 1:3 in and including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in white cement with pigment,complete all as specified and directed by Engineer-in- Charge.
10
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-
Granite black/brown colour (any type) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing and laid over 15mm thick screed bed in CM 1:4 in and including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in white cement with pigment,complete all as specified and directed by Engineer-in- Charge.
10
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Granite black/browncolour (any type) tiles 20mm thick tiles machine cut, in skirting/ dado laid over cement screed and jointed with grey cement slurry, and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete and laid over 10mm thick screed bed in CM 1:3 in and including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in white cement with pigment,complete all as specified and directed by Engineer-in- Charge.
5
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Providing and laying 80mm thick factory made machine pressed interlocking paver block of M-35 grade of any shape and size confirming to IS 15658-2006 with grey cement and pigment laid over and including 25 mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra , complete all as specified and directed by Engineer-in-Charge. Note : Quoted rates are inclusive of fine sand and nothing extra shall be admissible on this account.
379.2
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete with and including necessary excavation,returning,filling and disposal of surplus spoil outside MoD land, complete all as specified and directed by the Engineer-in-Charge. Note : Design color and Pattern as approved by GE
0.32
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-
Taking down shutters of any description exceeding 1.00 Sq. m but not exceeding 2.00 Sq. m each and making good the disturbed surface in CM 1:4 & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge.
18
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-
Taking down Chowkhats with shutters without taking of shutter from the frame of any description exceeding 1.50 Sq. m but not exceeding 4.00 Sq. m each, and making good the disturbed surface in CM 1:4 & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge.
4
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35 mm thick (Batten thickness) Second class hard wood Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain,chamfered or rounded. fitted with cut and mitred beads for securing glass,etc.; sizes of me-mbers of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkats,complete all as specified and directed by the Engineer in Charge.
3.6
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Factory made 35 mm thick (Batten thickness) 2nd class hard wood plain, framed, paneled shutters( two number No of panels) with panels of timber flat on both sides (feather edges) with lock rail and panel of 9 mm thick BWP commercial ply or 12 mm thick veneered particle board with commercial veneering on both faces and size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated and detapering from 5 mm to 10 mm around the panel on one side fitted to chowkat, complete all as specified and directed by the Engineer in Charge.
3.6
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-
Factory made box type steel window with two nos 150mm mild steel tower bolts to each shutter, steel handle and with glazing bars dovetailed or welded and with one shop coat of zinc chromate primer complete all as specified and shown on Drawing No CEAF/STD-184-2012 sheet 1/3 to 3/3 ,complete all as specified and directed by the Engineer in Charge.
19.44
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-
Factory made made box type steel window with two Nos 150mm mild steel tower bolts to each shutter, steel handle and without glazing bars, including flat iron 12 x 3 mm for securing wire mesh, dovetailed or welded and with one shop coat of zinc chromate primer complete all as specified and shown on Drawing No CEAF/STD-185-2012 sheet 1/2 to 2/2 , complete all as specified and directed by the Engineer in Charge.
19.44
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Factory made made box type steel section ventolator fixed type, with glazing bars, dovetailed or welded and with one shop coat of zinc chromate primer , complete all as specified and directed by the Engineer in Charge.
0.54
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-
Sheet glass 3 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane ,complete all as specified and directed by Engineer-in- Charge.
17
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-
Stainless, steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples or fixed to wooden bead, complete all as specified and directed by Engineer-in-Charge.
20
-
-
Butt hinges 100 mm size ,extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed type C21 ,complete all as specified and directed by the Engineer in Charge.
12
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-
Barrel tower bolts aluminum anodizes of extuded section and fixed of 200 mm long size (length of bolt), complete all as specified and directed by Engineer-in-Charge
8
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Extruded aluminium alloy handles of size 150 mm, fabricated type anodized ,complete all as specified and directed by Engineer-in- Charge.
8
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-
Aluminum alloy, anodized, sliding door bolt with hasp staple ( bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminum alloy and fixed length of bolt 250mm, bolts not less than 12mm dia with and including a minimum of 6 bolts not,four on bolt plate and two on staple plate complete (ISI marked ) , complete all as specified and directed by Engineer-in-Charge.
2
-
-
300mm long ordinary rat tail rod pattern MS door springs including roller and roller plate fixed as in repairs, complete all as specified and directed by Engineer-in-Charge.
2
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-
Floor door stopper of aluminium alloy body and tongue, anodised,with hard drawn steel spring,fixed in floor , over length of cove plate 140mm fixed as in repairs, complete all as specified and directed by Engineer-in-Charge.
10
-
-
Galvanised mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm in steel window clips and wooden beading in wooden joinery fixed as in repair,complete all as specified and directed by Engineer-in- Charge.
14.9
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-
Welding in repair n. exc 2.5 cm in length, thickness of metal to be welded n.exc 6mm, including cleaning, preparing the surfaces and holding the member in true position for maintenance of steel items such as gates, grills, doors window etc, complete all as specified and directed by Engineer-in-Charge.
5
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-
M S work as Framed works such as grills, gratings etc with ends of bars shouldered and/or riveted, or forged into spikes,framed guard bars barred iron doors ladders, framed balusters walk ways railing, framed work of water tanks, framed and hung as gates including pintle hinges, stops, hand made sliding sliding bolts etc ,cdrilling bolting or reveting etc and similar work conforming Fe-290 Gde E-165, complete all as specified and directed by Engineer-in- Charge.
160
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-
Cutting chases, pinning in making good to facings where required and pointing in cement mortar (1:3) to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing and making good, cutting not exceeding 10cm girth, and removal of rubbbish outside MOD land,,complete all as specified and directed by Engineer-in- Charge.
10
-
-
Steel water tubing, 15 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors, fixed in including taking up or down existing tubing and connections, cleaning for re fixing or removal to store, complete all as specified and directed by Engineer-in-Charge.
10
-
-
Steel water tubing, 20 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors, fixed in including taking up or down existing tubing and connections, cleaning for re fixing or removal to store, complete all as specified and directed by Engineer-in-Charge.
10
-
-
Gratings dom PTMT 125 mm diawith waste hole fixed on floor /nahani traps with cement mortar.(Minimum weight 40 gms), complete all as specified and directed by Engineer-in-Charge.
2
-
-
PVC (SWR) pipes 110mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets and making good the mouth of rain water pipe ,complete all as specified and directed by Engineer-in- Charge.
50
-
-
PVC (SWR) pipes 75 mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets and making good the mouth of rain water pipe ,complete all as specified and directed by Engineer-in- Charge.
9
-
-
PVC (SWR) bends any radius 110mm bore fixed with solvent cement in any position as per site requirement , complete all as specified and directed by Engineer-in-Charge.
20
-
-
PVC (SWR) bends any radius 75mm bore fixed with solvent cement in any position as per site requirement , complete all as specified and directed by Engineer-in-Charge.
6
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-
PVC (SWR) pipes 110mm bore junction single, (single Tee) equal or unequal fixed with solvent cement in any position as per site requirement , complete all as specified and directed by Engineer-in-Charge.
6
-
-
PVC (SWR) pipes 75mm bore junction single, (single Tee) equal or unequal fixed with solvent cement in any position as per site requirement , complete all as specified and directed by Engineer-in-Charge.
6
-
-
Stop valves, 15 mm bore fancy type chromium plated with long shank and cup(concealled type) cast copper alloy, screwed down,high pressure,with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed as in repair, complete all as specified and directed by Engineer-in-Charge.
3
-
-
Bib taps,15 mm bore fancy type cast copper alloy Chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed as in repair, complete all as specified and directed by Engineer-in-Charge.
3
-
-
Cutting holes Superficial area exc 150 sq. cm but not exc 400 sq. cm into or through brick walls built in in cement mortar or cement lime mortar and stone walls built in lime mortar or walls of lime concrete and making good dismantled portion in cement mortar (1:3),complete all as specified and directed by Engineer-in- Charge.
6
-
-
Hard drawn steel wire fabric cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm in dia, weight exceeding 4 Kg/Sqm,complete all as specified and directed by Engineer-in- Charge.
500
-
-
Preparation of old painted wooden surfaces of any description , not otherwise described over 10 cm width or girth and applying one coat of synthetic enamells paint ,complete all as specified and directed by the Engineer in Charge.
50
-
-
Preparation of old painted steel surfaces of any description , not otherwise described over 10 cm width or girth and applying one coat of synthetic enamells paint ,complete all as specified and directed by the Engineer in Charge.
5
-
-
Preparation of new or previously untreated steel surfaces of any description , not otherwise described over 10 cm width or girth and applying two coats of synthetic enamells paint over one coat of red oxide primer,complete all as specified and directed by the Engineer in Charge.
113
-
-
Plain cement concrete (1:2:4) type B-1, using 20 mm graded mechanically crushed stone aggregates as in padding to maintain the required slope and finished the surface even and smooth without using extra cement,complete all as specified and directed by the Engineer in Charge.
0.25
-
-
Water proofing treatment on roof surfaces in the following manner complete all as specified and directed by the Engineer in Charge :-
(a) Cleaning of pastered or concrete surfaces of any description for preparation before water proofing treatment of roof horizontal surfaces (b) 15mm thick screed plaster on RCC slab in cement mortar 1:4 with and including using water proofing compound @ 3% by weight of cement.
(c) The surfaces shall be primed with a coat of bituminous primer conforming to IS-3384 @ 0.30 ltr/sqm.
(d) Providing with 3 mm thick APP water proofing membrane reinforced with non woven polyster matt laid using butane torch by torch on application with a side lap of 10 cm & 15 cm end lap weinghing not less than 3.6 kg/sqm.
5
-
-
Note : Schedule of credit to be deducted on acceptances of bid.Details of Schedule of credit is given in tender documentse.
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