Military Engineer Services Tender
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Costs
EMD
₹ 60,800Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_685804_1Bid Award Id
ViewTender No
8989Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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All as per item No -1.02 but except bricks (using old size bricks obtained from item No - 1.01)
4
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M & L Brick work with flyash bricks, straight or curved on plan to any radius in half brick thick walls, built in CM 1:4 complete all as specified & directed.
15
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Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided.
47.16
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M & L for plain cement concrete 1:3:6, type C-2 (using 20 mm graded stone aggregate) as in surface channels and drains, etc.
3.55
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Extra for forming fair finished of drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped
190
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Add or deduct for each 25mm girth or part thereof over or under 30 cm ditto complete all as specified and as directed.
100
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Taking down cement plaster on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.
230
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M & L for 15mm thick rendering in cement mortar 1:4 on brick or concrete surfaces of wall finished even & smooth complete all as specified and directed.
433
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M & L plain cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in coping bed plates, kerbs, etc. complete all as specified and as directed.
4.38
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Demolition of cement concrete (reinforced) of any description and in any position complete all as specified and directed.
4.9
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M & L for Precast Reinforced Cement Concete 1:2:4 (Nominal Mix) Type B-1 using 20 mm graded stone aggregate as in cover slabs (for man holes, drain cover, etc.) set in Cement Mortar (1:4) including necessary form, mould work, etc. complete all as specified and as directed.
4.9
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M & L Mild steel TMT bars (Fe 500 D) 8-10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
364.23
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M & L for Preparation of old painted plastered surfaces and applying one coat synthetic enamel paint complete all as specified and as directed.
8
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M & L for Preparation of new or previously untreated plastered surfaces of any description over 10 cm girth or width, not other wise described and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and as directed.
147.4
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M&L for preperation newly plastered surface of walls and Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) all as specified and directed .
425
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Demolition of stone slabs and tiles laid, bedded and pointed in any mortar of any description or thickness in floors, aprons etc. complete all as specified and as directed.
13.7
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M & L for 15 mm thick screed bed or bedding layer for laying floor finishes in cement mortar 1:6 complete all as specified and as directed.
140
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M & L for 25 mm thick plain cement concrete 1:2:4 type B 0 using 12.5 mm graded aggregate as in sub base to receive tiles.
137
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M & L Paving vitrified parking tiles 300 mm x 300 mm x 8 to 10 mm thick (heavy duty), set, jointed and pointed in neat cement slurry as in foot path with white cement and pigments complete all as specified and as directed.
137
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M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 grade with grey cement & pigment complete all as specified and as directed.
290
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M & L for sand filling under precast concrete inter locking paver floors or in foundations including watering and consolidation complete all as specified and as directed.
11.6
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M & L for 100 thick plain cement concrete 1:3:6, type C-2(using 40 mm graded stone aggregate) as in sub base complete all as specified and as directed.
290
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M&L for PCC 50 mm thick type C1 1:3:6 (20mm stone aggregate) as in plinth protection, paving finised even and smooth without using extra cement complete all as specified and as directed.
67.22
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SCHEDULE 'A' PART-II (SEWAGE) NOTE :-
(i) The connected items which are not catered in this part and the items which are technically required for execution of this part, the same shall be measured and paid under Part-I here-in-before and in this account nothing extra shall be admissible to the bidders / contractors by Deptt.
-
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Removing carefully the precast cover slabs of septic tanks and Dewatering/ desludging and taking out deposited sludge silt residue of both organic and inorganic nature, mechanically with sewer suction cum jetting Machine mounted on Truck, cleaning the septic tank / Soakage well by removing solid waste/sludge from the tank removing the sludge from the edge of septic tank after drying and removing the same outside MD land and land where directed including applying one coat of linseed oil on the bottom and sides of the septic tanks (inner side) and setting the same covers in old position in CM 1:6 after inspection by Engr-in-Charge and as directed for Septic Tank of size 13.60mx4.0mx6.0m in LBH Note: work will be executed in foul condition
1
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All as per Sl Item No. 2.01 here-in-before but for Septic Tank of size 12mx3.5mx3.0m in LBH complete all as specified and as directed.
1
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Removing carefully the cover slabs of manholes of any size and shape and removing the scum/sludge including any organic or inorganic matters and disposing the same to a distance exc 250m and n.exc 500m where directed and setting the manhole cover old in position in CM 1:6 after inspection by Engr-in-Charge and as directed.
12
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Removing carefully the cover slabs of gully traps of any size and shape and removing the scum/sludge including any organic or inorganic matter to a distance exc 250m and n exc 500m and setting the civer slab in old position in CM 1:6 after inspection by Engineer-in-Charge and as directed.
9
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Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundations, etc. or manholes, sewage lines, etc. n exc 10 sqm on plan and getting out in soft / loose soil.
68.4
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Removing surplus excavated spoil/earth to a distance not exc.50M and deposited where directed at a level not exc.1.5 M above the starting point.
39.9
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Returning filling in soft /loose excavated soil including spreading leveling watering and well ramming in layers not exceeding 25 CM and all as specified and directed.
28.5
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Demolition and breaking up of drain pipes of 100 mm dia (Salt glazed ware, AC or RCC) set in cement motar complete all as directed by Engr-in-Charge
85
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Demolition and breaking up of drain pipes of 150 mm dia (Salt glazed ware, AC or RCC) set in cement motar complete all as directed.
105
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S&F 100mm dia HDPE double wall corrugated SN 8 underground drainage/sewer pipes, confirming to IS 7328, single socketed in any length jointed with solvent cement laid in trenches or floors etc complete all as specified and as directed .
85
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All as per Item No 2.10 above but 150mm dia pipe complete all as directed.
105
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M&L for 100mm dia pipes concrete bed to drain pipe including packing under and haunching against sides of pipes after they are laid and tested in PCC 1:3:6, type C-2, using 40mm graded stone aggregate all as specified.
85
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All as per item 2.12 above but 150mm dia complete all as directed.
105
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Supply only Liquid water proofing compound (ISI marked) of approved make complete all as specified and as directed.
6.68
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Taking down eaves rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing (measured overall as fixed along the centre line over fittings and acessories)
169
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Supply and Fix in repairs 75mm bore PVC (SWR) pipes for rain water pipes single socketed in any length with rubber ring joints fixed to walls including neccesay clamp brackets complete all as specified and as directed.
79
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Supply and Fix in repairs 110mm bore PVC (SWR) pipes for rain water pipes single socketed in any length with rubber ring joints fixed to walls including neccesay clamp brackets complete all as specified and as directed.
90
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Supply and fix in repair 110mm bore PVC (SWR) junction single (Single "T") equal or unequal with access door complete all as specified and as directed.
8
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Supply and fix in repair 110mm bore PVC (SWR) bends of any radius complete all as specified and as directed.
8
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Supply and fix in repair 75mm bore PVC (SWR) junction single (Single "T") equal or unequal with access door complete all as specified and as directed.
8
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Supply and fix in repair 75mm bore PVC (SWR) bends of any radius complete all as specified and as directed.
8
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S & F in repair PVC (SWR) vent cowl of 75mm complete all as directed.
4
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S & F in repair PVC (SWR) vent cowl of 110mm complete all as directed.
4
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S&F in repair 15 mm dia fancy type CP bib taps, cast copper alloy with crutch or butterfly handle, screwed down fixed in repairs.
5
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M&L providing PCC(1:3:6) type C2 using 40mm graded aggregate as in foundation, filling and mass concrete and in post hole, etc. complete all as specified.
6.55
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M&L 75mm thick, cement concrete, type C-1, 1:3:6 (20 mm graded aggregate) finished the surface even and smooth without using extra cement complete all as specified and directed.
20
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Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises.
18
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M&L rendering 10 mm thick cement plaster in CM 1:4 on fair faces of brick work for fixing of wall tiling complete all as specified and directed.
15
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M&L Glazed ceramic coloured tiles 450 x 300 x 7mm thick set coloured tiles as in dado, skirting and vertical surfaces set and jointed in neat cement slurry and pointed in white or coloured cement to match with tiles complete all as specified and directed.
15
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M&L Non Skid coloured ceramic tiles 7 to 8 mm thick area of each tile exceeding 0.06 sqm but not exc 0.11 sqm in floors etc set & jointed in neat cement slurry and pointed in coloured cement complete all as specified and directed.
3
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Taking down chowkat with shutters (without taking off shutters from the frames) of any description exc 1.5 sqm and not exc 4.0 sqm in each panel .
13
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Taking down chowkat with shutters (without taking off shutters from the frames) of any description n exc 1.5 sqm in each panel .
6
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S&F factory made solid panel PVC door shutter 30mm thick style consisting of frame made out of MS tubes for top & bottom rails MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20mm width struck inside with solvent cement forstyle and plain colour PVC sheets for top rail, lock rail and bottom rail on either side and as gap insert for top rail and bottom rail, panelling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the styles & rails with suitable PVC sheet beading and jointed together with solvent cement supply & fixing in the frame at site complete all as specified and as directed by Engineer-in-charge.
4.5
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Solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with ms square tube, in opening as per specification and drawing incl making good the disturbed surface to match the existing for toilet complete all as specified and as directed.
14.5
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S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size Frame size 65x 125 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per directed.
19.2
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All as per item No 2.35 but in Frame size 65 x 100 mm complete all as specified and as directed.
9.6
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Providing and fixing factory made single extruded WPC (Wood Polymer Composite) one side solid decorative type flush door shutter of size 30mm thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)
14.95
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All as per item No 2.37 but in 30 mm thick mosquito proof door shutter complete all as specified and as directed.
(Note: Stainless steel butt hinges, necessary S.S screws and SS wire mesh shall be measured and paid separately)
6.8
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Providing and fixing Supply and fixing factory made uPVC white colour Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) upto 1.50m height made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) comprising of uPVC multi chambered frame, with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, 10mm GI horizantal round bar @ 100 mm C/C fitted for grill etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, complete all as specified and directed. (Glass or wiremesh shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made payment purpose.)
5.76
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S&F for factory made uPVC white colour fixed glazed louver type ventilator made of (small series) frame 47 x 50 mm mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area upto 0.75 sqm.) comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I. fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws, 10mm GI horizantal round bar @ 100 mm C/C fitted for grill etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, fixed type wire mesh fitted outside with Upvc frame complete all as per directed. (Glass shall be paid separately).
Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
2.16
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M&L for 5.00 mm thick Sheet glass, ordinary quality incl necessary fixing all as specified and directed.
7.9
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S&F stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with SS wire stapple all as directed.
14.7
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S&F in repair stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with SS wire stapple all as directed.
25
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S&F in repair 3 mm thick Figured glass, pin head type and glazing with oil putty in squares n exc 0.5 sq. m in each pane putty in squares not exceeding 0.50sqm in each pane complete all as directed.
2.5
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Resecuring or easening, adjusting without taking down of shutters exc 1 Sqm and n.exc 2 Sqm each in situ.
8
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S&F 150 mm long aluminium,anodised barrel tower bolts of extruded section complete all as specified and directed.
16
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S&F 150 mm Extruded aluminium alloy handles, fabricated type, anodisedcast type, anodised complete all as specified and directed.
26
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S&F aluminium sliding door bolt 250 mm long, plate type, stove enamelled black, with bright bolt not less than 16mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate complete all as specified and directed.
15
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Providing and fixing 100 x 19 x 1.9 mm stainless steel (SS-304 grade) friction hinges of approved quality, with necessary stainless steel screws etc complete all as specified and directed.
49
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SCHEDULE 'A' PART-III (ROAD/APTH/CULVERT) NOTE :-
(i) The connected items which are not catered in this part and the items which are technically required for execution of this part, the same shall be measured and paid under Part-I & Part-II here-in-before and in this account nothing extra shall be admissible to the bidders / contractors by Deptt.
-
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Dismantling post or struts (wood, steel or RCC) any section incl taking out embedded portion in concrete, brick work, masonry etc and making good disturbed ground complete.
214.5
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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 all as specified & directed.
7.5
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M&L for Complete removal of existing surfaces and Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
1077
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S & F Rolled mild steel Fe 290(Grde-E-165) as in angle iron post with swan neck (horn) and strut or flat iron in fencing including cutting tops to shape as directed , drilling holes, notching for wire etc including necessary drilling , bolting or welding/rivetinge etc complete all as spd & directed
974.7
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S&F of RUST PROOF CONSEC ZAL Super Razor punched barb tape (SRPBT) ALUMINUM base Horizontal Runner Wire as specified and as directed with following specification:- (i) Central core wire :- Made from 2.60 (±0.5) mm dia G.I – High Carbon Wire as per IS-4454 (Gr –SM) galvanised as per IS:4826 (ii) Razor Punched Strip:- Razor punched tape is CONSEC-ZAL Steel comprising OF ALUMINIUM BASE with Zinc alloy @ 150 gm/ m2 conforming to ASTM A-792/A-792M with additional primer treatment of Epoxy/ Polyurethane& Final Paint Top coat of Caulifield green shade(BSL 139) by Hot Dipping process & Barb Tape Length -23.50 mm, Flatten Tape Width-18.60 mm , Barb C/C Spacing-36.00 mm , Centre Width-7.40 mm complete as per direction.
2880
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S&F of RUST PROOF CONSEC ZAL Super Razor punched barb tape (SRPBT)ALUMINUM base helix coil as specified and as directed with following specification:- (i) Dia of coil(unstretched) - 610 mm (ii) No of Spirals – 50 nos. per coil (iii) Stretch Length : 6 Spirals Per Meter
(iv) Central core wire :- Made from 2.60 (±0.5) mm dia G.I – High Carbon Wire as per IS-4454 (Gr –SM) galvanised as per IS:4826 . (v) Razor Punched Strip:- Razor punched tape is CONSEC-ZAL Steel comprising OF ALUMINIUM BASE with Zinc alloy @ 150 gm/ m2 conforming to ASTM A-792/A-792M with additional primer treatment of Epoxy/ Polyurethane& Final Paint Top coat of Caulifield green shade(BSL 139) by Hot Dipping process & Barb Tape Length -23.50 mm, Flatten Tape Width 18.60 mm , Barb C/C Spacing-36.00 mm , Centre Width-7.40 mm all complete as per direction.
320
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M&L for Preparing new steel or iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer.
57.06
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Dismantling structural steel work including doors, gates but excluding framed truss etc
0.45
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S&F for 18-20 mm thick Granite (of any type) work (table rubbed and polished)in steps, jambs, pillars, win dow-cills, cooking plat forms and like in cement mortar (1:4) including point ing in white cement (1:2) us ing marble dust with admix ture of pigment to match with shade of granite complete all as spd & directed.
10.7
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S & F Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete conforming to Fe-410-W Gde E-250, Quality - B complete all as spd & directed.
25
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Taking down and Re-fixing of Gate in existing opening including embedding Gates in floors or walls cutting masonry for holdfasts, embedding (Each gate 06 Nos hold fasts) in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved synthetic enamel paint to sides of gates and making good the damages to walls, Columns and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge
1
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M&L for Framed work 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; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as spd & directed.
20
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M&L for two coats of synthetic enamel paint over a coat of red oxide primer on old steel surface complete all as specified and directed.
15.8
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