Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Eprocure
Opening Date10 Jun 2024
Closing Date8 Jul 2024
Tender Amount₹ 49,50,000 
Notes
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Costs

Description

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BOQ Items

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Demolition of reinforced cement concrete in any position and any description including cutting of reinforcement bars to facilitate demolition complete all as specified and directed.

16

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Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed.

150

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Demolition and breaking up drain pipes of any size (salt glazed stoneware, AC or reinforced concrete) set in cement mortar complete all as specified and directed.

1050

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Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for laying of cable etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.

310

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Excavation in trenches not exc. 1.50 m wide and exc. 1.50 m but not exc. 3.00 m in depth for foundation etc. or for laying of cable etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.

20

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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed.

290

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Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.

40

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Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified & directed.

2

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Taking down cement or cement lime plaster from brick or stone walls etc. including raking out joints, hacking for keys, scrubbing down with water etc. complete all as specified and directed.

1100

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M & L for providing 35 mm thick pre-cast cement concrete louvers or RCC Jali made out of cement concrete 1:2:4 type B-0, using 12.5 mm graded stone aggregate and set in cement mortar 1:4 including all mouldings etc. complete all as specified and directed.

100

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M & L for providing plain cement concrete, type C-2, 1:3:6 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.

15

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M & L for providing plain cement concrete type B-1, 1:2:4, (using 20 mm graded stone aggregate), as in benching,water throughts etc and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed.

2

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M & L for providing reinforced cement concrete 1:2:4 (Nominal Mix) type B-0, using 12.50 mm graded stone aggregate, in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones,bed platesetc and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed.

4

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M & L for providing pre-cast cement concrete landing, cover slabs, chullah hoods, chajjas, shelves and similar items with plain faces in cement concrete 1:2:4 type B-1, using 20 mm graded stone aggregate and setting in cement mortar 1:4 complete all as specified and directed.

2

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M & L for providing reinforced cement concrete M-25 (Design Mix), as Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.

2

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M & L for providing reinforced cement concrete M-25 (Design Mix), using 20 mm graded stone aggregate, as in beams, cantilevers, bressummers, lintels over 1.50 m span and the like complete all as specified and directed.

5

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M & L for providing reinforced cement concrete M-25 (Design Mix), using 20 mm graded stone aggregate, as in columns, pillars, piers, posts, struts and the like complete all as specified and directed.

3

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M & L for brick work with sub class ‘B’ old size bricks straight or curved on plan exc. 6.00 m mean radius built in cement mortar 1:4 complete all as specified and directed.

200

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M & L for brick work with sub class ‘B’ old size bricks (EXCEPT BRICKS) straight or curved on plan exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed. NOTE: - OLD BRICKS OBTAINED FROM DEMOLITION SHALL BE USED UNDER THIS ITEM.

50

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M & L for brick work with sub class ‘B’ old size bricks, straight or curved on plan and any radius in half brick thick wall built in cement mortar 1:4 complete all as specified and directed.

15

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M & L for walling of random rubble stone masonry, un-coursed, well bonded, bedded, solidly hearted and built in cement mortar 1:6 complete all as specified and directed.

5

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M & L for walling of random rubble stone masonry (EXCEPT STONE), un-coursed, well bonded, bedded, solidly hearted and built in cement mortar 1:6 complete all as specified and directed..

7

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M & L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:6 complete all as specified and directed.

3

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M & L for form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exc. 200 mm thick horizontal or slopping in fair finished surface of concrete complete all as specified and directed.

20

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M & L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc. also splayes between floors and beams in fair finished surface of concrete complete all as specified and directed.

40

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M & L form work to sides of pillars, posts, struts, piers, columns and stanchions in fair finished surface of concrete complete all as specified and directed.

50

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M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia securing with clips complete all as specified and directed.

1200

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M & L for mild steel TMT bars 5 mm dia and over up to and including 10 mm dia as in stirrups, spacer and binders, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.

350

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M & L for mild steel TMT bars 6 to 8 mm dia, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.

500

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S & F of rolled mild steel 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 steel hanging door fitting and also fastening complete all as specified and directed.

781

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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 complete all as specified and directed.

1100

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S & F of mild steel framed work such as gate 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, frame work of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed.

120

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S & F of 1.25 mm thick mild steel plain black sheet in wall cladding, steel gate and similar work, cut to size, holes punched including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted and welded seams as required including bending or turning up, mitred angles etc. as required complete all as specified and directed.

10

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S & F in repair of galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and provision of galvanised mild steel wire, straining bolts at ends, staples or steel pins etc. complete all as specified and directed.

15

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Restraining resecuring of galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts, including making good staples complete all as specified and directed.

4

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M & L for 75 mm thick cement concrete 1:3:6 type C-1, using 20 mm graded stone aggregate as in plinth protection laid to slop of 1:12, finished surface even and fair without using extra cement with and including all necessary form work to divide the area in panels, finishing exposed edges fair or rounding or chamfering where directed and providing 6 mm thick joints through out the thickness of plinth protection duly filled with mastic filling (one part of hot bitumen 85/25 and three part of fine sand by weight) complete all as specified and directed.

60

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M & L for 100 mm thick PCC 1:2:4, nominal mix, type B2, using 40mm graded crushed stone aggregate as in sub base of floor, hard standing, path, pavings etc, surface finished even and smooth without using extra cement, laid in alternate bays, complete all as specified & directed..

50

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M & L for 75 mm thick cement concrete 1:4:8 type D-2, using 40 mm graded stone aggregate as in sub base floor complete all as specified and directed.

30

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Providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed.

30

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M & L for 15 mm thick rendering on fair faces of brick work or concrete surfaces with cement mortar 1:6 finished even and smooth (without using extra cement)complete all as specified and directed.

150

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M & L for 15 mm thick rendering on fair faces of brick work or concrete surfaces with cement mortar 1:4 finished even and smooth (without using extra cement)complete all as specified and directed.

2300

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M & L for 15 mm thick rendering other than fair faces of brick work or concrete surfaces with cement mortar 1:4 finished even and smooth (without using extra cement)complete all as specified and directed.

1400

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M & L for preparation of newly plastered or un-plastered surfaces of walls and applying three coats of white wash complete all as specified and directed.

240

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M & L for preparing newly plastered or previously untreated wall surfaces and applying two coats of cement base paint over one coat of primer complete all as specified and directed.

3550

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M & L for preparation of steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed.

120

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M & L for cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in bed to drain pipes of 150 mm bore including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.

820

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M & L for cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in bed to drain pipes of 200 mm bore including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.

200

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M & L for 150 mm dia DWCPE (SN8) HDPE pipes, laid in trenches on PCC bed, jointed as per manufacturers instructions, complete all as specified & directed. Note : Earthwork, PCC bed/ haunching shall be measured and paid for seperately under respective items.

850

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M & L for 200 mm dia DWCPE (SN8) HDPE pipes, laid in trenches on PCC bed, jointed as per manufacturers instructions, complete all as specified & directed. Note : Earthwork, PCC bed/ haunching shall be measured and paid for seperately under respective items.

200

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Cutting salt-glazed stoneware drain pipe in position, connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching, internal dia of pipe 100 mm, complete all as specified and directed.

8

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Cutting salt-glazed stoneware drain pipe in position, connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching, internal dia of pipe 150 mm, complete all as specified and directed.

20

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S & F in repairs water closet vitreous china squatting pan ‘Orrisa’ pattern size 580 X 440 mm white with integral foot rests (excluding flushing cistern and flush pipe) including connection to trap and flushing pipe, anti-syphonic pipe etc. with and including setting the trap and pan in lime concrete bedding (one lime, two sand or surkhi and 5 aggregate) minimum 150 mm thick alround and finished just below level of rim of pan to receive the floor finishes complete including making good floor complete all as specified and directed.

15

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S & F in repair vitreous china wash down water closet pan (Pedestal pattern) and trap (excluding) fixing bolts,flushing cistern and flush pipe including connection to drain (or outgoing pipe) including plastic seat cover suitable for water closet pedestal pan, coloured closed pattern with flat bottom and cover and mid steel chromium plated or aluminium hinges devices with and including brass chromium plated standard quality jet with nozzle 1500 mm long PVC pipe etc complete all as specified and directed complete all as specified and directed.

3

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S & F of 110 mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joint fixed to wall/laid in floor complete all as specified and directed.

120

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S & F of 110 mm bore PVC (SWR) bend any radius complete all as specified and directed.

30

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S & F of 110 mm bore PVC (SWR) branch piece,single (single Y) equal or unequal complete all as specified and directed

3

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S & F of 110 mm bore PVC (SWR) junction single, (Single ‘T’) equal or unequal complete all as specified and directed

14

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S & F of 110 mm bore PVC (SWR) Slotted vent cowl complete all as specified and directed

2

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S & F of 75 mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joint fixed to wall/laid in floorcomplete all as specified and directed.

50

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S & F of 75 mm bore PVC (SWR) fixed to retaining walla as in weep-hole complete all as specified and directed.

10

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S & F of 75 mm bore PVC (SWR) bend any radius complete all as specified and directed.

6

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S & F of 75 mm bore PVC (SWR) branch piece,single (single Y) equal or unequal complete all as specified and directed

3

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S & F of 75 mm bore PVC (SWR) junction single, (Single ‘T’) equal or unequal complete all as specified and directed

16

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S & F of 75 mm dia PVC (SWR) floor trap plain with grating including jointing with solvent cement complete all as specified and directed.

10

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Cleaning/ clearing of sewage line (including manholes) of 100 mm to 150 mm bore of any description, underground at any depth, removing any type of blockage including desilting, descaling & dechocking of drains as well as manholes with combined high pressure water jetting cum suction (vacuum) type machine mounted on LCV/ HCV and having facilities of high pressure vacuum and provision of hydraulic application through high pressure thermo plastic fibre based water jetting hose and conical round shape nozzle pipe and flushing after cleaning including removing the same in the tank to a place outside cantonment at the place meant for the purpose by local municipality, complete all as specified & directed. Note : The contractor shall keep the sewage line functional throughout the contract period. The unit rate quoted by contractor shall deemed to be inclusive of this aspect.

3000

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Cleaning/ clearing of sewage line (including manholes) of 200 mm bore of any description, underground at any depth, removing any type of blockage including desilting, descaling & dechocking of drains as well as manholes with combined high pressure water jetting cum suction (vacuum) type machine mounted on LCV/ HCV and having facilities of high pressure vacuum and provision of hydraulic application through high pressure thermo plastic fibre based water jetting hose and conical round shape nozzle pipe and flushing after cleaning including removing the same in the tank to a place outside cantonment at the place meant for the purpose by local municipality, complete all as specified & directed. Note : The contractor shall keep the sewage line functional throughout the contract period. The unit rate quoted by contractor shall deemed to be inclusive of this aspect.

700

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Desludging / dewatering of septic tanks/ soakage wells including inlet / outlet chambers, removing out all scum, silt, residual sludge (both organic & inorganic in nature) after plugging the incoming sewage lines through combined high pressure water jetting cum suction (Vacuum) type machine mounted on LCV/HCV facility of high pressure vacuum and removing the same in the tank to a place outside cantonment at the place meant for the purpose by local municipality, complete all as specified & directed.

950

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Cleaning of blocked WC including and upto first manhole manually and well flushing with clear water, making the seat functional including depositing the sludge in a pit (including digging of pit) not less than 100 meter away from site of cleaning and covering the deposited sludge with minimum 25cm thick layer of earth and spreading unslacked lime on the pit, complete all as specified & directed.

550

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