Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Drainage Work
Pipe Line Project
Eprocure
Opening Date8 Jan 2025
Closing Date29 Jan 2025
Tender Amount₹ 15,00,000
Costs
EMD
₹ 30,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_692273_1Tender No
8121/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Demolition and breaking up drain pipes of 150 mm internal dia (Salt glazed stone ware, CI or reinforced concrete) set in cement mortar including bedding, haunching complete all as specified and as directed.
62
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Demolition and breaking up drain pipes of 100 mm internal dia (Salt glazed stone ware, CI or Reinforced concrete) set in cement mortar including bedding, haunching complete all as specified and as directed.
36
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Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for and removal of debris to a distance exceeding 500 mts and depositing where complete all as specified and as directed.
3
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Demolition of cement concrete of any description and in any position not otherwise specifically provided for and removal of debris to a distance exceeding 500 mts and depositing complete all as specified and as directed.
2
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Demolition of brickwork or stone/ boulder masonry or PCC block 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 and removal of debris to a distance exceeding 500 mts and depositing complete all as specified and as directed.
12
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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.
75
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M&L for 150 mm bore cast iron soil, spun, waste and vent pipes in any length with spigot and socket ends including cement joints and all new fittings laid in trenches or in floors/walls complete all as specified and as directed.
62
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M&L for 100 mm bore cast iron soil, spun, waste and vent pipes in any length with spigot and socket ends including cement joints and all new fittings laid in trenches or in floors/walls complete all as specified and as directed.
36
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M&L for PCC (1:4:8) Type D2 (using 40mm graded granite stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed.
1.5
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M&L for PCC (1:3:6) Type C2 (using 20mm graded granite stone aggregate) concrete bed to drain pipes including packing under, and haunching against the sides of pipes 150 mm bore after they are laid and tested complete all as specified and as directed.
62
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M&L for PCC (1:3:6) Type C2 (using 20mm graded granite stone aggregate) concrete bed to drain pipes including packing under, and haunching against the sides of pipes of 100 mm bore after they are laid and tested complete all as specified and as directed.
36
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M&L Pre-cast cement concrete Type C1, 1:3:6 (using 20mm graded crushed granite stone aggregate), block masonry with solid blocks, exceeding 10 cm in width with minimum compressive strength of 50 Kg/ Sqcm and setting in cement mortar (1:4) complete all as specified and as directed.
12
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M&L for rendering 15 mm thick CM (1:4) on fair faces of brick work or concrete surfaces, finished even and smooth (without using extra cement) complete all as specified and as directed.
Note: If Water proofing compound is mixed, WPC shall be measured and paid separately.
160
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Supply only Integral waterproofing compound complete all as specified and as directed.
42
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M&L for PCC (1:2:4) Type B1 (using 20mm graded granite stone aggregate) as in coping, benching of manholes etc, and including necessary formwork complete all as specified and as directed.
1.2
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M&L for high yield strength deformed TMT steel bars 10 mm dia and over as in reinforcement for concrete, 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.
350
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M&L precast RCC (1:2:4) Type B1 (using 20 mm graded granite stone aggregate) as in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in CM 1:4, including necessary formwork complete all as specified and as directed.
Note: Reinforcement shall be measured and paid separately.
3.2
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S&F in repair 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls incl clamps complete all as specified and as directed.
25
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S&F in repair 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls incl clamps complete all as specified and as directed.
12
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S&F in repair 110mm bore PVC (SWR) vent cowl complete all as specified and as directed.
3
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S&F in repair 75mm bore PVC (SWR) vent cowl complete all as specified and as directed.
3
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S&F in repair 110 mm bore PVC (SWR) branch piece, single (single Y) equal or unequal for oval access door complete all as specified and as directed.
3
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S&F in repair 75 mm bore PVC (SWR) branch piece, single (single Y) equal or unequal for oval access door complete all as specified and as directed.
3
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S&F in repair 110 mm bore PVC (SWR) bends any radius complete all as specified and as directed.
2
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S&F in repair 75 mm bore PVC (SWR) bends any radius complete all as specified and as directed.
2
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M&L non-skid coloured ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 Sqm but not exceeding 0.11 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in cement mortar (1:6) complete all as specified and as directed.
25
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M&L non-skid coloured ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in cement mortar (1:6) complete all as specified and as directed.
18
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M&L glazed coloured ceramic tiles 300x 200x 7 mm thick on vertical surface, set and jointed in neat cement slurry and pointed in white or colour cement to match over and including rendering 10mm thick on fair faces in cement mortar (1:4) complete all as specified and as directed.
20
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M&L glazed coloured ceramic tiles 450x 300x 7 mm thick on vertical surface, set and jointed in neat cement slurry and pointed in white or colour cement to match over and including rendering 10mm thick on fair faces in cement mortar (1:4) complete all as specified and as directed.
12
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S&F in repairs vitreous China wash down water closet pan EWC (pedestal pattern), white, (excluding flushing cistern and flush pipe), with 'P' or 'S' trap and including plastic water closet seat cover, white, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device, including connection to drain (or outgoing pipe) and to flushing pipe, complete all as specified and as directed.
10
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S&F in repairs vitreous China water closet (squatting pan), ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests (excluding flushing cistern and flush pipe) including provision of lime concrete bedding complete all as specified and as directed.
10
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S&F in repairs 10 litres capacity, PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle and flushing pipe including brackets specified complete all as specified and as directed.
8
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Cleaning of blockage of sewage lines up to 150 mm bore systematically using necessary tools mechanically and /or manually such as by rodding, passing rope knots, bamboo fanti and disc of required size (with safety measure such as dirt and gas etc), flushing the pipe well with water till clear flow of sewage from both side between two adjacent manhole/grease traps of any depth, taking out sludge in semi liquid stage including all water effluents etc in a closed container and removing all materials from site of work upto a distance exceeding 250 mtr but not exceeding 500 mtr and depositing in earth pit of suitable size including supply and sprinkling bleaching powder and covering sludge with earth after removal of blockage etc complete all as specified and as directed.
Note: Length will be measured throughout the manholes for each time of cleaning.
700
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Cleaning of septic tanks completely by emptying liquid, semi solid, solid foul contents cleaning of inlets, outlets and getting out using suction pumps and filling the foul material into the covered tanks attached to suction pump and removing and disposing the same at a place meant for disposal of foul material outside the Defence area complete all as specified and as directed.
150
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Cleaning of manhole / gully trap / floor trap blockages (including WC, urinal, kitchens and bathrooms) systematically using necessary tools mechanically and/or manually such as by rodding, bamboo fanti and disc of required size (with safety measure gas etc), flushing the pipe well with water till clear the flow of sewage from both side between two adjacent manhole/gully traps or WC/NT of any size or depth, taking out sludge in semi liquid stage / roots of the tree etc. including all water effluents etc and removing all materials from site of work upto a distance exceeding 50 mtr and depositing in earth pit of suitable size including supply and sprinkling bleaching powder and covering sludge with earth after removal of blockage etc complete all as specified and as directed.
160
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M & L for cast iron nahani trap/ gully trap 125/100mm diameter of outlet setting and jointing with solvent cement incl taking down complete all as specified and as directed.
10
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M & L for 100 mm bore cast iron floor trap with stainless steel grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) with solvent cement incl taking down, complete all as specified and as directed.
24
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Returning, filling in in soft/ loose soil, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and as directed.
10
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Removing excavated soil material not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and as directed.
2
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