Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date14 Nov 2024
Closing Date14 Dec 2024
Tender Amount₹ 40,00,000
Costs
EMD
₹ 80,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_684054_1Bid Award Id
ViewTender No
GE (A) SOG Token No -54/24-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Dismantling posts or struts ( wood, steel or RCC) embedded in concrete, brick work etc, any section and any length including taking out embedded portion and making good disturbed ground complete all as specified and directed by Engineer-in-Charge. Note :- Dismantling of existing galvanised iron steel barbed wire/ chain link fencing shall be measured and paid for separately
946
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-
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Taking down cement plaster or cement lime plaster on stone surface/brick surfaces of walls including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engineer-in-charge.
300
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Excavation over areas not exc 1.5m deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.
125
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Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.
125
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M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-Charge.
19
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M&L for hardcore of broken bricks, gauge not exc. 63mm, deposited, spread and leveled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge.
30
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M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling & mass concrete complete all as specified and directed by Engineer-in-charge .
87
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M & L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in foundation for stays & mass concrete including necessary form work and fair finishing complete all as specified and directed by Engineer-in-charge
53.46
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M&L for cement concrete (1:3:6),type C-1, using 20mm graded stone aggregate as in coping, bed blocks, filling chowkats or similar work complete all as specified and directed by Engineer-in-Charge.
2.2
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M&L providing precast cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) in window or door cills, lintels, brssumers, steps, quoin blocks (for use with masonary), string courses, copings, kneelers, apex stones, kerb stone, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks and simillar articles with plain faces, corbels, brackets, etc (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc and set in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.
6
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M&L for pre-cast RCC (1:2:4) type B-1 using 20mm graded stone aggregate as in landing, cover slab for manholes, septic tanks, soakage wells, chullah hood, chajjas, water troughs, mangers, shelves and similar articles with plain fair faces including chamferred, weatherings, throating etc including necessary form work and setting in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge
Note: - Reinforcement shall be measured and paid for separately.
3
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M&L for factory made precast cement drain along with cover in concrete (1:2:4) type B-1 using 20mm graded stone aggregate set in CM (1:6) of internal size 300x300mm and thickness 50mm including all necessary excavation in trenches and placing where complete all as specified & as directed by Engineer-in-charge.
300
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M&L for 25mm thick (measured solid) precast cement concrete (1:2:4) type B0 using 12.5mm graded stone aggregate) louvers and jallies, including all mouldings but excluding frame, set in CM (1:4) complete all as specified and directed by Engineer-in-Charge.
80
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-
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M&L for Brick work with fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.
60
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All as per serial item No. 17 here-in-above but except bricks.
Note : Old serviceable bricks retrieved from serial item No 2 of BOQ here-in-before shall be used under this item.
6
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M&L for 15mm thick damp proof course to horizontal or vertical surfaces in CM (1:2) using water proofing compound including necessary form work complete all as specified & directed by Engineer-in-Charge.
Note : - Supply only water proofing compound shall be measured and paid for separately
23
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S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, 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 complete all as specified and directed by Engineer-in-Charge.
7400
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S&F mild steel round bars 10mm dia, cut to length, bent to shape as in tie bar fixed to chain link fencing including necessary welding where required as per site requirement & other similar works conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-charge.
1287
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S&F MS screw bolt 11 to 15mm dia, length of bolt not exceeding 50mm long machine made with hexagonal or square head at one end and screwed the other or serewed both ends, each screwed end fitted with washer and one hexagonal or square nut complete all as specified and directed by Engineer-in-Charge.
120
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Supply only mild steel galvanized chain link fencing any mesh and any size complete all as specified and directed by Engineer-in-charge.
Note:- (i) Flat iron, round bars, nut bolts and washer shall be measured and paid for separately. (ii)The payment shall be made to the contractor for actual weight ascertain by the BOO as odered by GE.
4042.5
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Fixing only mild steel galvanized chain link fencing any mesh, size and type to any type of standards, rails, straining bolts etc. including provision of binding wire complete all as specified and directed by Engineer-in-charge.
Note :- Supply only chain link fencing shall be measured and paid for separately under replace items of BOQ.
2310
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S&F as in repair galvanized 2 strand, steel barbed wire 2.24mm dia, barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossing with and provision of galvanized mild steel wire, staples or steel pins etc complete all as specified and directed by Engineer-in-charge.
Note :- Each line of horizontal / vertical / diagonal wire to be measured for the purpose of payment.
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 or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-charge.
300
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S&F mild steel framed work as in doors / gates / steel frames etc. of angle or other section with gusset plates, rails, braces, etc, complete, drilled for fixing of steel sheeting or other covering including necessary welding etc and fixing in position of quality Fe 290 (Gde E-165) complete all as specified and directed by Engineer-in-charge.
Note : Cost of welding of butt hinges to the door frame deemed to included in quoted rate and butt hinges shall be measured & paid for “Supply only” separately under relevant item of this BOQ
600
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M&L for bitumen blown any grade, applied hot, two coats, to concrete surfaces at the rate of 1.5 kg. per sq. m per coat complete all as specified and as directed by Engineer-in-charge.
23
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M&L for Polythene film, 50 micron thick, laid on a coat of bitumen primer, @ 0.30 to 0.50 kg per sq. m complete all as specified and as directed by Engineer-in-charge.
73
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M&L for glazed ceramic tiles (coloured) 300mm x 600mm x 7-8mm thick on vertical surfaces such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 10mm thick rendering in cement & sand mortar (1:4) including necesary cutting as per site requirment complete all as specified and directed by Engineer-in-charge.
30
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S&F factory casted 80mm thick precast concrete rubberised interlocking paving blocks glossy finish M-40 having compressive strength not less than 400 Kg / Sqcm using grey cement and no pigment and of shape hexagon/ triangular / zigzag / I-shaped / Three-X etc as directed conforming to IS 15658-2006, laid dry over and including 25mm thick layer of local tibba sand cushining over complete all as specified and directed by Engineer-in-Charge.
400
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S&F factory casted 60mm thick machine pressed cement concrete rubberised interlocking paving blocks M-35 having compressive strength not less than 350 Kg / Sqcm using grey cement and no pigment and of shape hexagon/ triangular / zigzag / I-shaped / Three-X etc as directed conforming to IS 15658-2006, laid over & including 25mm thick sand cushion (local tibba sand), laid dry, joint filled with dry sand complete all as specified and directed by Engineer-in-Charge.
760
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M&L for 15mm thick rendering in cement mortar (1:4) on fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
600
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M&L for rough cast finish plaster with a mixture consisting of crushed stone or fine gravel aggregate mixed with coarse sand and cement in the ratio of 1:1:1 over & including 12mm thick rendering in cement mortar 1:3 on fair faces of brick masonry or concrete surfaces of walls complete all as specified and directed by Engineer-in-charge.
300
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M&L for preparation of newly plastered surface of walls & applying two coats of cement base paint of approved shade/tint over a coat of cement base primer and filling cement based putty in cracks complete all as specified and directed by Engineer-in-charge.
1020
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M&L for preparation of old decorated plastered or unplastered surfaces of walls by brooming down or steel wire brushing,scrapping down smoke soot mulds, moss and efflorescent, salts etc and applying two coat of cement based paint complete all as specified & directed by Engineer-in-Charge.
2650
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M&L for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge.
357
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M&L for preparation of old painted steel and iron surfaces as knotting, stopping, burning off or removing, scrapping etc and applying one coat of synthetic enamel paint of approved tint complete all as specified and directed by Engineer-in-charge.
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Note :- Old unserviceable material retrieved from above mentioned all items shall be deposited in store yard of subdivision by the contractor at his own arrangement. Noting extra shall be paid on this account.
80
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