Military Engineer Services Tender
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Costs
EMD
₹ 90,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_MES_693133_2Tender No
GE/DS-116/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
REPAIR TO DRAINS, BOUNDARY WALL, KERB STONE AND REPAIR/REPLACEMENT OF SEWER LINES, MANHOLES, MANHOLE COVERS AND OTHER MISCELLANEOUS B/R WORKS AT TARAPORE ENCLAVE (RANGPURI) IN THE AREA OF AGE B/R-II UNDER GE (SOUTH) DELHI CANTT-10
BOQ Items
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Notes:- (a) The mode of measurement shall be in cum by computing internal dimension of existing manholes.The depth shall be measured from bottom of manhole upto the top of liquid level.
(b) The tenderer shall engage the above mentioned T&P and intimate to Engr-in-Charge in writing with Machine No/Vehicle No etc for their record and prior approval.
(c) The T&P as and when brought by the tenderer based on site requirement,the concerned site executive shall take a photograph of machine alongwith the supervising staff i.e JE's and contractor's rep etc. and shall keep in record with date.
(d) A pucca bound register shall be maintained showing the machine No/Vehicle No and their deployment at site mentioning time and date duly signed by concerned JE, Engr-in-Charge and Contractor and the same register shall be produced while claiming the payment by the Contractor in E-8 section of GE office.
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Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete or any other type) set in cement mortar internal dia 150mm complete all as specified and as directed.
25
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All as per Srl No. 3.00 above, but internal dia 450 mm complete all as specified and as directed
25
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Excavation in trenches n exc 1.5m in depth and 1.5m in width and getting out in soft/loose soil complete all as specified and as directed.
15
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25cm thick in soft/loose soil complete all as specified and as directed.
7.5
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Removing excavated material to a distance exc 250 m but not exc 500 m and depositing where directed complete all as specified and as directed.
5
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M&L for reinforced concrete pipes 150mm dia, class NP2, laid and jointed complete with collars laid and tested complete all as specified and as directed.
25
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M&L for reinforced concrete pipes 450 mm dia, class NP2, laid and jointed complete with collars laid and tested complete all as specified and as directed.
25
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M&L for concrete bed to drain pipes for 150mm dia cement concrete 1:3:6 type C2 including packing under, and haunching against the sides of pipes, after they are laid and tested complete all as specified and as directed.
25
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M&L for concrete bed to drain pipes for 450mm dia cement concrete 1:3:6 type C2 including packing under, and haunching against the sides of pipes, after they are laid and tested complete all as specified and as directed.
25
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S&F in repair factory made SFRC manhole cover of any size any shape (square/rectangular/circular) 70mm thick with frame set in cement mortar 1:4 complete all as specified and as directed .
Note:- Make of SFRC Manhole/Drain cover:- (a) M/s PS Concrete.
(b) M/s KK Manhole.
(c) BRHL Concrete Industries.
100
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S&F in repair factory made FRP gully trap cover with locking arrangement commercial grade having load taking capacity 2.5 tone of size 300 x 300 mm with frame set in CM 1:4 complete all as specified and as directed.
150
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Taking down PVC (SWR) pipe (any size or pattern) incl. all fitting,head shoes,bends swan necks etc (Measured overall as fixed along the centre line) including fitting and accessories etc complete all specified and as directed.
450
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S&F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to floor & walls etc of 110 mm dia complete all as specified and as directed.
325
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S&F PVC (SWR) bends/tee/sockets any radius of 110 mm dia complete all as specified and as directed.
125
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S&F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to floor & walls, of 75 mm dia complete all as specified and as directed.
125
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S&F PVC (SWR) bends/tees/sockets any radius of 75 mm dia complete all as specified and as directed.
75
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S&F holder bat clamps 110 mm bore made out of 50 mm by 5 mm flat iron and 16 mm dia round iron stays, including bolts and nuts and securing ends of stay to wall or roof complete all as specified and as directed.
80
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S&F holder bat clamps 75 mm bore made out of 50 mm by 5 mm flat iron and 16 mm dia round iron stays, including bolts and nuts and securing ends of stay to wall or roof complete all as specified and as directed.
60
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Demolition of brick work built in cement mortar or cement lime mortar complete all as specified and as directed.
20
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M&L for brick work with sub class `B' bricks straight or curved on plan exc. 6mtr mean radius built in cement mortor 1:6, in any situation including foul condition etc complete all as specified and as directed.
15
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All as per item 22 above, but except bricks, in any situation foul condition etc, brick work built in cement mortar or cement lime mortar complete all as specified and directed.
5
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M&L for rendeing 15 mm thick on brick/stone masonary/concrete surface other then fair faces surfaces in CM 1:6 finished even and smooth without using extra cement in any situation foul condition etc, including taking down cement plaster on brick/concrete surface including raking out joints, hacking for key, scrubbing down with water etc.complete all as specified and as directed.
2500
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M&L for preparation of newly plastered 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.
400
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Dismantling wrought iron or mild steel work of any description not otherwise provided for (framed/unframed work), complete all as specified and as directed.
5
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S&F framed work as in doors chowkhats of MS angle iron or MS hollow square/rectangular any type/size with gusset plates, rails, braces, cooler stand, chajja framed complete, drilled for fixing of door etc. to be prepared for hanging with and including hold fasts and locking arrangement conforming to Fe-290 (Gde-165) complete all as specified and as directed.
500
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M&L for two coats of synthetic enamel paint over a coat of red oxide on new steel surfaces exc 10 cm width or girth etc. complete all as specified and as directed.
25
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M&L for preparation of old steel surfaces and applying one coat of synthetic enamel paint exc 10 cm width or girth complete all as specified and as directed.
50
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M&L for preparation of old decorated wall surfaces by complete removal of existing treatment and applying single coats of cement base paint, white or tinted (colour and shade as per new colour scheme to be approved by GE) including necessary scaffolding etc complete all as specified and as directed.
4750
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M & L for Glazed Ceramic coloured tiles in vertical surface 450X300X7 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match over and including 10mm thick backing coat of cement mortar (1:4), including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed.
125
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M&L for reinforced cement concrete type 1:2:4 using (20 mm graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like including demolition of reinforced cement concrete of any description and in any position not otherwise specially provided for including cutting of reinforcement to facilitate demolition complete all as specified and as directed.
2.5
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S&F TMT bars 10 mm dia & over as in reinforcement of columns, beams, RCC, slabs, chajjas, lintels etc cut to length bent to shape required including cranking, bending, spirally hoping for columns, hooking ends and welding the new reinforcement with old steel bars complete all as specified and as directed.
125
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S&F 8mm dia TMT bars, cut to length bent to shape required including cranking bending spirally for hoping for columns, chajjas to parapets etc hooking ends and binding with mild steel wire not less than 0.90mm dia complete all as specified and as directed.
75
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M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work etc complete all as specified and as directed.
20
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M&L for formwork to rough finished surfaces 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 complete all as specified and as directed.
20
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Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc. 15cm thickness (below or above ground level) including removal of debris outside of MoD Land complete all as specified and as directed.
27
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M&L for 20mm thick screed bed or bedding layer in cement mortar 1:6 for laying floor finish complete all as specified and as directed.
850
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S&F cement concrete coloured chequered tiles 30cm x 30cm x 20mm thick with glossy finish with grey cement and pigment any pattern and any approved colour, set, jointed and pointed in neat cement slurry in floors complete all as specified and as directed.
400
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M&L for cement concrete Type D2 (1:4:8) using 40mm graded aggregate as in sub-base, foundations, filling and mass concrete etc complete all as specified and as directed.
35
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M&L for 60mm thickness machine pressed pre-cast concrete interlocking paver block any size and shape confirming to IS 15658-2006, M-35 grade with grey cement and pigment, laid over and including 40mm thick sand cushioning and joints filled with sand complete all as specified and as directed.
450
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M&L for 80mm thickness machine pressed pre-cast concrete interlocking paver block any size and shape confirming to IS 15658-2006, M-40 grade with grey cement and pigment, laid over including 40mm thick sand cushioning and joints filled with sand complete all as specified and as directed.
250
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M&L for machine cut kota stone (any type any colour), flooring 18-20mm thick 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 etc complete all as specified and as directed.
450
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M&L for cement concrete type B-0, 1:2:4 using 12.50mm graded stone aggregate as in copings over drains, kneelers, apex stones, bed plates, kerbs and the like including weathering, slightly rounded for chamfered angles and throating etc complete all as specified and as directed.
7.5
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M&L for continous road edging with factory made pre-cast cement concrete blocks (1:3:6) using 20mm graderd stone aggregate, blocks exceeding 10cm thick with plain fair faces size as per existing kerb stone with or without chamferred edge and setting and jointing in cement mortar 1:4 including necessary excavation in hard/dense soil, tamping ground around blocks including dismantling of existing u/s kerb stone and removal from site to outside of defence land complete all as specified and as directed.
10
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M&L for preparation of existing kerb stone concrete/brick surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint over one coat of primer complete all as specified and as directed.
200
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M&L for preparation of newly kerb stone concrete/brick surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of weather proof primer complete all as specified and as directed.
50
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M&L for cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) in plinth protection, 50 mm thick, finished even and smooth without using extra cement, including making joints 12mm wide to the full depth of PCC at every 3 metres and at every change of direction and filling the same with & including bitumen and sand 1:3 by weight complete all as specified and as directed.
40
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Cutting of vegetable plant (girth not exceeding 300mm) from roof, terrace, chajjas etc digging out the roots and making good the surface in PCC 1:2:4, type B1 with surfaces finished to match including scaffolding etc complete all as specified and as directed.
55
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Notes :- (i) The contract sum shall be after deducting the amount of Credit shown in Sch of Credit of this Tender.
(ii) If any item of same description in nature is found to be entered as "double in BOQ" and the bidder quotes different rates against same item, then the rate quoted on lower side shall be applicable and higher rate will not be allowed to be paid in any circumstances. No claim on this account shall be entertained on a later date.
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