Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date17 Jun 2024
Closing Date15 Jul 2024
Tender Amount₹ 20,00,000 
Notes
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Costs

Description

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BOQ Items

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Mild steel TMT bars 10mm dia and over, 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 directed by Engineer-In-Charge.

600

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Rendering 15mm thick, on fair faces of brick or concrete surfaces, in cement mortar 1:4, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-In-Charge.

176.6

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Dismantling of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and as directed by Engineer-In-Charge.

29

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Brickwork with subclass ‘B’ bricks, old size bricks, straight or curved on plan exceeding 6.0mtrs mean radius built in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.

25

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All as per srl Item No 7.00 but except bricks.

4

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M&L Cement concrete M-15, type B-1, 1:2:4 ( using 20mm graded crushed stone aggregate) as 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 plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating and necessary form work, all as specified.

1

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Excavation in trenches n exc 1.5 metre wide & n. exc 1.5 metre in depth for foundation etc or for shafts, wells, cesspits manholes, pier holes/cable/pipe line etc n. exc 10 Sqm on plan n. exc 1.5 metre in depth and getting out in any type of soil, complete all as specified.

288

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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25Cm, complete all as specified and directed by Engineer-In-Charge.

178

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Removing excavated materials/ soils, to a distance not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed by Engineer-In-Charge.

110

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Demolition and breaking up drain pipes (Salt glazed ware, CI,AC or Reinforced concrete) of 150mm internal dia, set in cement mortar, complete all as specified and as directed by Engineer-In-Charge.

600

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Removing of Septic tank/Soakge well covers (any type) and dewatering/ pumping/ bailing out of contaminated water including cleaning of sludge (solid or semi solid) and night soil from septic tanks/ soakage wells of any capacity and depth alongwith inlet/ outlet chambers etc by vehicle mounted sewage suction machine including pumping out the contaminated water in open drain/ low lying area to a distance exceeding 50mtr and removing the sludge, silt etc. (solid waste materials) to outside of Unit/ Cantonment area and putting back Septic tank/Soakge well covers in original position including spreading bleaching powder on top of septic tanks/ soakage wells to make it hygienically fit, complete all as specified and as directed by Engineer-In-Charge. Note: (i) Actual quantity of sludge/ waste material only shall be measured after dewatering the septic tanks only, the sludge shall be carried away in the sewage carrying tankers, of minimum capacity 7000 Ltrs each. (ii) Cost of dewatering/ pumping out of contaminated water from septic tanks and soakage well shall deemed be included in quoted rates.

1051.8

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Attending complaints of sewage blockage by cleaning and removal of sludge/ night soil and garbage from manholes, W.C. and sewage lines including cleaning any blockage from gully/ nahani/ floor trap/ W.C. etc up to first manhole, by Skilled manpower, in one shift of eight Hours per day (from 900 Hrs to 1700 Hours) for attending complaints of sewage cleaning as instructed by concerned JE with complaint slip and report back to the same JE, including maintaining of the record of complaint slips after getting signature of users, complete all as specified and as directed by Engineer-In-Charge. Note: (i) Nos of man power will be decided by Engineer-In-charge and decison of Engineer-In-charge shall be final and binding to contractor without any extra claim to Govt.

300

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Attending complaints of sewage blockage of gully/ nahani/ floor trap by cleaning and removal of sludge/ night soil and garbage by removing the grating, cleaning with MS rod by manual efforts or any mechanical efforts to clear the complaint and keeping aside sludge or garbage, silt, sewgae etc from gully trap and re-fixing the existing grating using white cement as directed and remove the garbage/silt/blocking matarial etc at a designated place as decided by Engr-in-Charge. Note : 1.0 All complaints shall be attended in one shift of eight Hours per day (from 900 Hrs to 1700 Hours) as instructed by concerned JE with complaint slip and report back to the same JE, including maintaining of the record of complaint slips after getting signature of users, complete all as specified and as directed by Engineer-In-Charge. Note: 2.0 Nos of man power will be decided by Engineer-In-charge and decison of Engineer-In-charge shall be final and binding to contractor without any extra claim to Govt.

300

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Cleaning of choked WC (any type), by heating with blow lamps or any other means like rodding from WC to manhole and flushing with water after taking out existing manholes covers, removing the sludge and other materials blocking WC, including buried the sludge in the pits and filling/ leveling of soil in pits after burying the sludge, complete all as specified and directed by Engineer-In-Charge.

500

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Clearing of blocked/ choked pipes of bathroom /kitchen any dia and any type, in horizontal or vertical position by rodding upto Gully trap, flushing with pressure jet of water including removing the sludge and other waste materials complete all as specified and as directed by Engineer-In-Charge. Note: Cost of transportation of waste materials shall be deemed included in quoted rates.

500

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Angle valves, cast copper alloy, fancy type, chromium plated with long shank and cup (concealed type), screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed for 15mm bore pipe, fixed in repairs, complete all as specified and as directed.

20

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PVC valveless, symphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets, capacity 10.0 liters and making good to dismantled/ damaged floor/ surfaces, fixing in repair, complete all as specified and as directed by Engineer-In-Charge.

25

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Salt-glazed stoneware drain pipes, internal 150mm, laid in trenches and jointed in cement mortar 1:1 including Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) of 150mm internal dia, set in cement mortar incl taking down old one of any specification,, complete all as specified and as directed by Engineer-In-Charge.

600

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Plain cement concrete M-10(1:3:6), type C-2 (using 40mm crushed stone aggregates) as in bed to drain pipes of 150mm bore including packing under, and haunching against the sides of pipes after they are laid and tested; after laying, complete all as specified and as directed by Engineer-In-Charge.

560

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Demolition and breaking up drain pipes (Salt glazed ware, CI,AC or Reinforced concrete) of 200mm internal dia, set in cement mortar, complete all as specified and as directed by Engineer-In-Charge.

80

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Salt-glazed stoneware drain pipes, internal 200mm, laid in trenches and jointed in cement mortar 1:1 including Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) of 150mm internal dia, set in cement mortar incl taking down old one of any specification,, complete all as specified and as directed by Engineer-In-Charge.

80

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Plain cement concrete M-10(1:3:6), type C-2 (using 40mm crushed stone aggregates) as in bed to drain pipes of 200mm bore including packing under, and haunching against the sides of pipes after they are laid and tested; after laying, complete all as specified and as directed by Engineer-In-Charge.

65

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Cutting into existing manholes for connecting new drains, making good to pipe 150mm dia 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-l (using 20mm graded crushed stone aggregate) smooth finished, and reforming benching as required, complete all as specified and directed.

20

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Cleaning of blocked/ choked SGSW/ Cast Iron drain pipes/ sewer lines of any dia and any types, in horizontal position by rodding, after first manhole, from manholes to manholes and manholes end to septic tanks/ soakage wells, flushing with pressure jet of water/ sewage suction machine after taking out existing manholes covers and putting back manhole covers in original position after cleaning of lines including removing the sludge and other waste materials/ blockage in drain pipes, transport to outside of Unit/ Cantonment area and spreading bleaching powder on top of manholes covers of septic/ soakage pits or in the surrounding areas to make hygienically fit, complete all as specified and as directed by Engineer-In-Charge. Note: Cost of transportation of waste materials shall be deemed included in quoted rates.

2000

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Vitreous China squatting pan, ‘Orissa’ pattern, size 580x440 mm white, with integral foot rests (excluding flushing cistern and flush pipe) but including connection to trap, and to flushing pipe, anti-syphonage pipe, etc. complete including making good to dismantled floor in cement concrete M-15 (1:2:4), type B-1 (using 20mm graded crushed stone aggregates), fixing in repair, complete all as specified and as directed by Engineer-In-Charge.

15

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Vitreous China wash down water closet pan (pedestal pattern), white (including fixing bolts, flush pipe but excluding flushing cistern) and including plastic water closet seat cover, white, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device and making good to dismantled/ damaged floor in cement concrete M-15 (1:2:4), type B-1 (using 20mm graded crushed stone aggregates), fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.

10

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Plastic water closet seat cover, white, closed, for pedestal pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.

10

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Hand shower (Health faucet), brass body with 8mm dia and 1.0mtrs long SS braided flexible tube with wall hook, complete all as specified and as directed by Engineer-In-Charge. Make: Cera cat part No- F8030301/ Jaquar cat part No- ALD-CHR-573/ Riviera cat part No-S1627C.

10

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Toilet paper holder, fancy type and chromium plated, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.

10

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Vitreous China urinal, half stall, flat back, size of 465x355x265mm white (minimum), with grating and union for discharge pipe (excluding flushing cistern and flush pipe but including of waste pipe), complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement; fixing flush pipe, grating and union for discharge pipe, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.

5

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PVC connections 15mm size with brass nuts of length 450mm, complete all as specified and as directed by Engineer-In-Charge.

52

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PVC waste pipe, 32mm bore with cup washers, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.

100

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Stainless steel grating, chromium plated, size 125mm, heavy duty, complete all as specified and as directed by Engineer-In-Charge.

24

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S&F in repair Vitreous China wash basin, white, flat back, size 550x400mm excluding taps, waste, chain and plug and porcelain stopper including brackets of any size, including cutting for and pinning in ends of brackets or erecting stand including fixing and supply of waste pipe of 32mm dia, waste coupling of PTMT (half or full threaded), complete all as specified and as directed by Engineer-In-Charge.

5

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Bib taps, cast copper alloy, chromium plated, fancy type, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed for 15mm bore pipe, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.

10

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Pillar taps, cast copper alloy, with capstan heads, chromium plated, fancy type, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed for 15mm bore pipe, fixed in repair, complete all as specified and as directed.

10

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Taking down eaves gutters and rainwater pipes (any size or pattern),including all fittings,heads,shoes,bends,swan-necks,etc, including cleaning or refixing or removal to store (measured overall as fixed along the centre line over fitting and accessories)

240

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PVC (SWR) pipes, 110mm bore, pressure capacity not less than 4.50 Kgf/Sqcm, single socketed, in any length with rubber ring joints, fixed on wall or laid in trenches with mild steel/ PVC clamps, fixing in repairs, complete all as specified and as directed.

112

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PVC (SWR) pipes, 75mm bore, pressure capacity not less than 4.50 Kgf/Sqcm, single socketed, in any length with rubber ring joints, fixed on wall or laid in trenches with mild steel/ PVC clamps, fixing in repairs, complete all as specified and as directed.

128

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PVC (SWR) bends of 75mm bore, pressure capacity not less than 4.50 Kgf/Sqcm, any radius, fixing with adhesive, complete all as specified and as directed by Engineer-In-Charge.

64

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PVC (SWR) bends of 110mm bore, pressure capacity not less than 4.50 Kgf/Sqcm, any radius, fixing with adhesive, complete all as specified and as directed by Engineer-In-Charge.

16

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PVC (SWR) junction single, (Single T) equal or unequal, of 110mm bore, fixing with adhesive, complete all as specified and as directed by Engineer-In-Charge.

16

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PVC (SWR) junction single, (Double Y) equal or unequal, of 110mm bore, fixing with adhesive, complete all as specified and as directed by Engineer-In-Charge.

32

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PVC (SWR) floor trap of 75mm dia outlet, plain with grating including jointing with solvent cement, complete all as specified and as directed by Engineer-In-Charge.

64

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PVC (SWR) branch piece, (double Y) equal or unequal, 75mm bore, provided with access door all as specified.

32

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PVC (SWR) vent cowl, of 110mm bore, fixing with adhesive, complete all as specified and as directed by Engineer-In-Charge.

16

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PVC (SWR) vent cowl, of 75mm bore, fixing with adhesive, complete all as specified and as directed by Engineer-In-Charge.

16

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PVC (SWR) 'P' or 'S' trap of 100mm dia outlet, including jointing with solvent cement, complete all as specified and as directed by Engineer-In-Charge.

10

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Dismantling/ taking out of cast iron drain pipes of 100mm bore (of any specifications), as fixed on walls or laid in trenches, complete all as specified and as directed by Engineer-In-Charge.

30

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Dismantling/ taking out of cast iron drain pipes of 75mm bore (of any specifications), as fixed on walls or laid in trenches, complete all as specified and as directed by Engineer-In-Charge.

20

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Cast iron sand cast soil, waste and vent pipes, 100mm bore, in any length with or without ears, with cement joints, lfixed on walls, complete all as specified and directed by Engineer-In-Charge.

30

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Cast iron sand cast soil, waste and vent pipes, 75mm bore, in any length with or without ears, with cement joints, fixed on walls, complete all as specified and directed by Engineer-In-Charge.

20

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Cast iron bends, 100mm bore pipe (any radius), with duck's foot or heel rest, complete all as specified and as directed by Engineer-In-Charge.

6

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Cast iron bends, 75mm bore pipe (any radius), with duck's foot or heel rest, complete all as specified and as directed by Engineer-In-Charge.

6

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Cast iron branch pieces, 100mm bore pipe, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches, complete all as specified and as directed by Engineer-In-Charge.

6

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Oval access doors with seal suitable for 100mm/75mm bore cast iron fittings i.e bends, junctions etc

20

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Cast iron branch pieces, 75mm bore pipe, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches, complete all as specified and as directed by Engineer-In-Charge.

12

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Cast iron ‘P’ or ‘S’ trap, with grating of 100mm outlet dia including jointing to waste pipe fixed in plain cement concrete, M-15(1:2:4), type B-1 (using 20mm graded crushed stone aggregates), complete all as specified and as directed by Engineer-In-Charge.

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 by engineer in charge.

130

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Non-skid, coloured, designer 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 and including laid over screed bed or bedding layer of mortar 15mm thick in cement mortar 1:6, complete all as specified and as directed by Engineer-In-Charge.

100

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M&L for coloured Glazed ceramic tiles joint free in vertical surface 350x 250x 7 mm/ 450X 350X 7mm thick, set and jointed in neat cement slurry and pointed in white or colour cement to match, the shade/ colour of tiles including 10mm thick rendering in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.

30

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Plain cement concrete Nominal Mix M-7.50(1:4:8), type D-2 (using 40mm graded crushed stone aggregate), as mass concrete in foundation, complete all as specified and as directed by Engineer-In-Charge.

10

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Plain cement concrete M-10(1:3:6), type C-1 (using 20mm graded crushed stone aggregate), 50mm thick, as in plinth protection and providing the joints throughout the thickness, filled with mastic filling comprising bitumen 85/25 grade and sand mixture 1:3 by weight, complete all as specified and as directed by Engineer-In-Charge.

120

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Amount of Schedule of credit of for Rs 39,544.00 shall be deducted from quoted amount.

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