Military Engineer Services Tender
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Military Engineer Services - MES Tender
Eprocure
Opening Date6 Dec 2019
Closing Date3 Jan 2020
Tender Amount₹ 14,50,000
Costs
EMD
₹ 29,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_MES_304481_1Tender No
8906/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
NIT-RENOVATION AND UPGRADATION OF GREASE TRAPS IN MESSES AT AF STN MAHARAJPUR
BOQ-RENOVATION AND UPGRADATION OF GREASE TRAPS IN MESSES AT AF STN MAHARAJPUR
GeneralTenderGreaseTrapADMB-RENOVATION AND UPGRADATION OF GREASE TRAPS IN MESSES AT AF STN MAHARAJPUR
GeneralTenderGreaseTrapADMA-RENOVATION AND UPGRADATION OF GREASE TRAPS IN MESSES AT AF STN MAHARAJPUR
BOQ Items
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed.
6
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-
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Removing excavated material exc 50m but n.exc 100m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.
98
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-
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M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
5
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-
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M&L for RCC 1:1.5:3 Mix, Type A1 (Using 20 mm graded stone aggregate) as in foundation including rafts, footing, foundation beams, plinth beam, bases for columns etc complete all as specified and directed.
15
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-
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M&L for RCC 1:1.5:3 Mix, Type A1 (Using 20 mm graded stone aggregate) as in slab supported on walls, beams and columns, in floor roofs, landings, balconies, canopies, desk slab etc complete all as specified and directed.
3
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-
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M&L for formwork for rough finish 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 complete all as specified and directed.
170
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-
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M&L for formwork for rough finish to soffits of suspended slabs such as roof slabs, floor slabs, landing slab and similar work, not exceeding 200mm thick complete all as specified and directed.
18
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-
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Demolition of brickwork or stone boulder masonry, built in cement mortar or cement lime mortar including all quoins,arches, pillars,etc. but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.
5
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-
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M&L for brick work with old size sub-class ‘B’ bricks, straight or curved on plan exc 6m mean radius built in Cement Mortar 1:4, complete all as specified and directed.
25
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-
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M&L for rendering 15mm thick on fair faces of brick work or on concrete surfaces in Cement Mortar 1:4 mixed with water proofing compound as per manufacturers instructions surface finished even and smooth without using extra cement complete all as specified and directed.
Note: Water proofing compound shall be measured and paid separately under respective item of BOQ.
60
-
-
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M&L for Precast RCC 1:1.5:3 Mix, Type A1 (Using 20 mm graded stone aggregate) as in cover slab of manholes etc set in cement mortar 1:4 complete all as specified and directed.
2
-
-
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Supply only integral water proofing compound complete all as specified and directed.
5.5
-
-
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M&L for mild steel TMT bars 6mm to 8mm dia, cut to length, bent to shape required including cranking, bending, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete and all as specified and directed.
1020
-
-
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M&L for hard core of broken boulders/stone of gauge n exc. 63 mm, deposited, spreading, leveling watering and well ramming to true surface in layers not exceeding 15 cm thick each layer complete all as specified and directed.
9
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-
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M&L machine made prepolished chequered cement concrete tiles 30cm x 30cm x 25mm thick, set and jointed and pointed in neat cement slurry with grey cement and pigment in floors over and including 15mm thick screed bed in cement mortar (1:4) complete all as specified and as directed.
240
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-
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M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
56.25
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-
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M&L for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in coping, benching etc complete all as specified and directed.
6.5
-
-
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S&F cast iron soil, waste and vent pipes, 75 mm bore, in any length with or without ears, with cement joints laid in trenchescomplete all as specified and directed.
19.8
-
-
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M&L for 75 mm thick PCC 1:2:4 type B2 (using 40mm graded stone aggregate) as in floors/ aprons/ hardstanding etc finished fair and even complete all as specified and directed
400
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-
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M&L for 150 mm Bore salt glazed stone ware (SGSW) pipe conforming to IS, laid in trenches and jointed in CM (1:1) complete all as specified and directed.
110
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-
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M&L concrete bed to pipes in PCC (1:4:8) type D2 (using 40mm graded stone aggregate) including packing under and haunching against the sides of pipes after they are laid on slope and tested for 150mm bore sewer pipe line complete all as specified and directed.
108
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-
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M&L for 60 mm thick cement concrete interlocking tiles/ Paver Block, Machine Pressed, confirming to IS 15658-2006, Coloured, glossy finish (rubber moulded) of shape, size and colour as approved by GE and laid in patterns with different colours of block and joint filled with fine sand, laid over sand cushioning complete all as specified and directed.
Note: Sand cushioning shall be measured and paid separately under respective item of BOQ.
300
-
-
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M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
21
-
-
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Demolition of concrete of any description and in any position not otherwise specifically provided for Cement concrete ( reinforced) including removal of debris etc to a distance exceeding 250M but n. exc 500M complete all as specified and directed.
33
-
-
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Demolition of concrete of any description and in any position not otherwise specifically provided for Cement concrete ( reinforced) including removal of debris etc to a distance exceeding 250M but n. exc 500M complete all as specified and directed.
2
-
-
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Demolition of PCC in ground floor and pavings not exc 15 cm thickness below or above ground level complete all as specified and directed.
1
-
-
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Supply only cast iron work of grade FG 150, unmachined, in brackets, gully traps. Grating etc article not exc 5 Kg each complete all as specified and directed.
27.5
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-
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S&F mild steel framed work such as grills, gratings, etc with ends of bars shouldered and or riveted or forged into spikes, framed, barred iron door, ladders, fencing work ect. conforming to Fe-290 Gde E-165 complete all as specified and directed.
Note: The unit rate quoted by contractor is deemed to be inclusive of cutting to dead lenth where required, notching, drilling, fitting, rivetting and/or welding or connecting with bolts and nuts (including rivets or bolt and nuts), providing and fiitings angle cleats, fish plates, gusset plate etc., also for welding plumbing, truing up and fixing complete. No claim whatso ever shall be entertained by Govt on this account.
155
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-
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S&F in repair 1.25 mm thick mild steel, plain black sheet in wall cladding, water troughs, ducts and similar works, cut to size, edges, beaded if directed, hole punched, including round headed screw, clout nails or rivets and fixed to wood or steel member etc with plain 40 mm lap joint or welded/riveted seams including bending as required complete all as specified and as directed.
107.8
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-
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M&L for cast iron floor trap with grating including jointing to waste pipe fixed in PCC (1:2:4) type B1, of size 75 mm complete all as specified & directed.
11
-
-
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S&F cast iron soil, waste and vent pipes in any length with or without ears, with cement joints and fixed to wall for following bore of pipes complete all as specified and directed:-
(a) 100mm bore (spun pipe)
4
-
-
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(b) 75mm bore (spun pipe)
18
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-
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S&F 100mm dia CI cowl complete all as specified and directed.
11
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-
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M&L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 Mix, type B1, smooth finished and reforming benching if required for 150 mm bore pipe complete all as specified and directed.
11
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