Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Drainage Work
Pipe Line Project
Eprocure
Opening Date29 Nov 2024
Closing Date4 Jan 2025
Tender Amount₹ 48,00,000 
Notes
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Costs

Description

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BOQ Items

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Cleaning of all manholes upto 1.5 meter depth of any size and removal of sludge/silt/liquid mud sand (in foul conditions) etc, and disposed off out of MOD premises (at the location notified by the local Municipal Corporation/Cantt board) (as per rules of public health), including digging required nos of pits for depositing sludge and furture capping the pit with the 25 cm thick layer of soil and sprinkling powder (including supply of bleaching powder) over the area of ditches with one metre around complete all as specified and directed.

450

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Cleaning of all manholes upto 3.00 meter depth of any size and removal of sludge/sil/liquid mud sand (in foul conditions) etc, and disposed off out of MOD premises (at the location notified by the local Municipal Corporation/Cantt board) (as per rules of public health), including digging required nos of pits for depositing sludge and furture capping the pit with the 25 cm thick layer of soil and sprinkling powder ( including supply of bleaching powder) over the area of ditches with one metre around complete all as specified and directed.

100

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Cleaning of all blockages of Nahni traps/floor traps/bottle traps, blockages of WC's, upto 1st manhole/Gully Trap in shafts, vertical Cl soil/waste pipe stacks, CI Teel/door bends etc & cleaning of drain pipes of any dia by rodding and removal of sludge/silt/liquid mud sand (in foul conditions) etc, out of MOD premises (at the location notified by the local Municipal Corporation/Cantt board). To Maintain of internal & external sewage system in functional state at all the time by engaging/ deploying minimum One Safaiwala alongwith one Helper from 0900 hours to 1700 hours at Complaint cell of AGE Charduar area mentioned in the contract on daily basis, with manual/ pressure cleaning pump and flexible rods and other necessary equipments (as per rules of public health), complete all as specified and directed. Note :- For item No- 4 to 6 1. The Nos of person indicated in above items as assumed by the department, shall remain present at the complaint cell of AGE Charduar area mentioned in CA Contractor may have to deploy more manpower in the particular area and deploy adequate sewage cleaning machinary/ equipments to clean the line and open blockages. Rates quoted shall be deemed to have considered in the items all such contingencies. 2. In case of non availability/ absence of any of minimum required man power, the recovery for the same shall be efected @ Rs 500.00 per day for the absence period proportionally. 3. lf necessitated by the Engr-in-charge/GE for work on Sunday/ holidays, the contractor shall provide tradesmen with helpers. 4. Proper records (date wise) of complaints received & rectified by the contractor and attendance register of trademen shall be maintained and shall be produced for verification at the time of payment of each RAR/Bill.

450

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M&L in repairs salt glazed stone ware drain pipe grade A 150mm internal dia (ISI marked) laid in trenches and jointed in cement mortar (1:1) and tested complete all as specified and directed.

200

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M&L PCC 1:3:6 type C-2 as in concrete bed to drain pipe of 150 /110mm dia , incl packing under and haunching against the side of pipes after they are laid and tested complete all as specified and as directed.

200

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Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or water supply pipes lines etc or not exceeding 10 sqm on plan and getting out in soft/ loose soil complete all as specified and as directed.

50

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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose/ hard/ dense soil complete all as specified and as directed.

10

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Removing excavated material (soils) exceeding 1000 m but not exceeding 1500 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed.

40

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Cutting into existing manholes for connecting new drains of pipe of nominal size 150 mm, 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 M15(Nominal mix) using 20 mm nominal size graded crushed stone aggregate, smooth finished, and reforming benching as required complete all as specified and as directed.

30

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S&F in repairs PVC (SWR), type A as per IS 13592: 2013 single socketed rain water pipes in any length with rubber ring joints, 110 mm dia, fixed to walls complete all as specified and as directed.

200

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S&F in repairs PVC (SWR), type A as per IS 13592: 2013 single socketed rain water pipes in any length with rubber ring joints, 75 mm dia, fixed to walls complete all as specified and as directed.

100

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S&F in repairs PVC (SWR), type B as per IS 13592: 2013 single socketed soil waste pipes in any length with rubber ring joints, 110 mm dia, laid in trenches complete all as specified and directed.

100

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S&F in repairs PVC (SWR), type B as per IS 13592: 2013 single socketed soil waste pipes in any length with rubber ring joints, 75 mm dia, laid in trenches complete all as specified and directed.

100

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S&F in repairs PVC (SWR) bends with inspection door (any angle), 110 mm dia conforming to IS 14735: 1999 complete all as specified and directed by Engineer- in- charge.

25

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S&F in repairs PVC (SWR) bends with inspection door (any angle), 75 mm dia conforming to IS 14735: 1999 complete all as specified and directed by Engineer- in- charge.

25

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S&F in repairs PVC (SWR ) gully trap 125/110 mm with grating or without grating and jointing with solvent cement and fixed in position complete all as specified and directed including cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate complete all as specified and as directed.

25

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S&F in repairs PVC (SWR) Tee(87.5⁰) single, 110 mm dia without inspection door conforming to IS 14735: 1999 complete all as specified and directed.

25

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S&F in repairs PVC (SWR) Tee(87.5⁰) double, 110 mm dia without inspection door conforming to IS 14735: 1999 complete all as specified and directed by Engineer- in- charge.

25

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S&F in repairs PVC (SWR) Tee(87.5⁰) single, 75 mm dia without inspection door conforming to IS 14735: 1999 complete all as specified and as directed.

25

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S&F in repairs PVC (SWR) Tee(87.5⁰) double, 75 mm dia without inspection door conforming to IS 14735: 1999 complete all as specified and directed by Engineer- in- charge.

25

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Removing excavated material exc. 1.50 Km but n exc. 5.0 km and depositing where directed at a level complete in all respect as specified and directed.

25

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M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips and including welding has to be done with minimum 20 cm over lap for new and old of any height. Complete all as specified and as directed.

500

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M & L for mild steel TMT bars 6 mm to 8 mm dia, cut to length, bent to shape required, including hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips and including welding has to be done with minimum 20 cm over lap for new and old of any height. Complete all as specified and as directed.

500

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M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizontal or sloping) for rough finished flat surfaces of concrete complete all as specified and as directed.

50

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M & L for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exceeding 10 cm but not exceeding 20 cm wide for rough finished surfaces of concrete complete all as specified and as directed.

100

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M & L for RCC M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like including dismantling of existing surface complete all as specified and directed.

8

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M&L for factory made RCC man hole cover/drain cover with cover frame comprising of 75mm thick cover, including provision of hot dip galvanized lifting hook for lifting overall cover with suitable size angle iron frame, RCC cover of M-30 grade concrete by vibro compression process, medium duty confirming to IS-12592 including fixing on manhole, demolotion of existing cover with cover frame and removal of debris from site complete all as specified and directed. Note : The factory made RCC cover shall be ISI marked and as approved.

100

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M & L for precast cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar (1:4) complete with joints to match including dismantling of existing surface complete all as specified and directed.

5

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M & L for brick work with fly ash bricks of class designation 7.5 as per IS 12894: 2002, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 including dismantling of existing surface complete all as specified and directed.

45

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M & L brick work except brick straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4 including dismantling of existing surface complete all as specified and directed.

2.5

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M & L for brick work with fly ash bricks, modular type, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 including dismantling of existing surface complete all as specified and directed.

250

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M & L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and as directed.

500

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M & L for rendering/plastering 15 mm thick in cement mortar 1:6 on faces of brick or concrete surfaces and finished the surface even and smooth without using extra cement including taking down complete all as specified and as directed.

600

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M & L for rendering/plastering 15 mm thick in cement mortar 1:4 on faces of brick or concrete surfaces and finished the surface even and smooth without using extra cement including taking down complete all as specified and as directed.

600

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Supply only integral water proofing compound complete all as specified and as directed.

50

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M & L for 3 mm thick wall care putty on wall complete all as specified and as directed.

600

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M & L for preparation of new plaster surface of wall and applying two coats of cement base paint (any colour as approved) complete all as specified and as directed.

600

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M & L for preparation of newly plastered surface of wall and applying two coats of oil bound distemper over one coat of alkali resistant primer over putty to match the surfaces complete all as specified and as directed

600

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M & L for hardcore (broken stone or boulders) of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.

30

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M&L for 75 mm thick cement concrete 1:3:6 type C-2 (using 20 mm graded stone aggregate) as in path /steps laid with and incl use and waste of form work and finishing the surface even and rough to receive the topping layer or tiling including dismantling of existing surface complete all as specified and directed.

200

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M & L for sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.

3

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Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M35 grade conforming to IS 15658-2006 made by block making machine with strong vibratory compaction, of approved size, design & shape, cast in rubber mould, glossy finish of approved colour, laid in required colour and pattern over and including 30 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. complete all as specified and as directed.

200

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M & L for cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m 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, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworksincluding dismantling of existing surface complete all as specified and directed.

3

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Providing and laying plinth protection of 75mm thick cement concrete (1:3:6) type C-1, (using 40mm nominal size crushed and graded stone aggregate), laid in alternate penals/bays and finished the surafce even and smooth without using extra cement complete all as specified and as directed.

200

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M & L for cement concrete M10 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 100 mm thick in sub base including dismantling of existing surface complete all as specified and directed.

200

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S&F Cement concrete tiles 25mm thick, machine pressed set jointed and pointed in neat cement slurrry and polished exterior tiles superior quality of approved size/design/shade set & jointed in neat cement slurry & pointed in white or coloured cement to match as in floor including 20mm thick screed bed in CM 1:4 including dismantling of existing surface complete all as specified and directed.

200

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S & F in repairs vitreous china squatting pan, 'Orissa" pattern, size 580 mm X 440 mm white with ‘P’ or ‘S' trap, front or back inlet and integral foot rests, any pattern and including fixing bolt, connector to flush pipe, lime concrete bedding and making connections to flush pipe, connector to branch pipe and anti syphonage pipes etc. including sealing the joints and making leak proof using sealant complete all as specified and as directed by Engineer-in-Charge.

25

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S & F in repairs vitreous china wash down water closet (pedestal pattern), wall mounted type, white including thermoplastic seats and covers of grade 2 type, recessed with hinging device of bronze or brass with nickel chromium plating, fixing bolt, connector to flush pipe and making connections to flush pipe, connector to branch soil pipe and anti syphonage pipes etc. including sealing the joints and making leak proof using sealant including necessary masonry/concrete works complete all as specified and as directed by Engineer-in-Charge.

25

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S & F in repairs 10 litres capacity, low level, syphonic type, white, plastic flushing cistern as per IS 7231: 1994 with inlet, ball valve, float and handle including brackets and 40 mm nominal dia high density polyethylene pipes for flush pipe complete all as specified and as directed.

50

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S & F in repairs vitreous china wash basin, white, flat back, size 550 mm X 400 mm including CI bracket and plastic white seat cover with CP or aluminium hanging devices complete.

25

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S&F in repair vitreous China Urinal, bowl type (back or corner wall type) size of 465x355x265mm white, complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinalto plugs with and including 60 mm long brass screws, pointing around urinal back in cement, complete all as specified and directed.

10

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S & F in repairs 15 mm nominal size, screw down bib taps, cast copper alloy body and body components with crutch handle, bright finished complete all as specified and as directed.

50

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S & F in repairs 15 mm nominal size, nonrising spindle type fancy angle stop valves as per IS 8931: 1993 made of cast brass including Knob, knob components, divertor & components, nickel-chromium plated finish complete all as specified and as directed.

50

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S&F in repairs Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete in all respect as specified

50

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S&F in repair 15 mm bore GI tubes medium grade, galvanished with all fittings fixed complete to walls and ceiling or laid in floors complete in all respect as specified and directed.

100

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S&F in repair 20 mm bore GI tubes medium grade, galvanished with all fittings fixed complete to walls and ceiling or laid in floors complete in all respect as specified and directed.

100

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S&F in repair 500 ltrs rotational moulded polythytene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position as specified in SSR Part I including 20 mm ball brass valves high pressure with polythene float and nut complete all as specified and as directed.

15

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S&F in repair 1000 ltrs rotational moulded polythytene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position as specified in SSR Part I including 20 mm ball brass valves high pressure with polythene float and nut complete all as specified and as directed.

10

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S & F in repairs/replacement ball valves high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe and fixed. (minimum weight 15mm-142gms/2.0 mm-210 gms/25mm-455gms/40mm-690gms) complete all as specified and as directed by the Engineer-in-Charge.

30

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S & F in repairs 20 mm gun metal, globe or gate valve with iron wheel head, screwed both ends for iron pipe and fixed to pipe complete all as specified and directed.

60

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S & F in repairs 15 mm bore, brass chromium plated shower rose 125 mm size with or without swivel joints, any size, including fixing to steel pipe or union complete all as specified and as directed.

10

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S & F in repairs 15 mm nominal size, nonrising spindle type fancy pillar taps as per IS 8931: 1993, cast copper alloy body with knob, knob components, divertor & components, nickel-chromium plated finish complete all as specified and as directed.

50

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S & F in repairs 32 mm nominal size, waste coupling of PTMT (half or full threaded), minimum weight 45 grams with including silicone sealant complete all as specified and as directed.

25

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Supply & Fixing in repairs 32 mm bore low density PVC flexible pipe for wash hand basin/sink etc complete all as specified and directed.

200

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M & L in repairs for PVC connections 15 mm size with PTMT nuts of length 600 mm complete all as specified and as directed.

250

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S & F in repairs grating doom 100 mm dia of PTMT (Minimum weight 25 gms) complete all as specified and as directed.

25

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M & L for coloured glazed, ceramic wall tiles (group B III) as in floor 600 mm X600 mm X 7-8 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match including 10 mm thick rendering in cement mortar (1:4), including dismantling of existing surface complete all as specified and directed.

100

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M & L for 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 skrting/dado etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match tile colour laid over screed bed 10 mm thick in cement mortar (CM) 1:4, including dismantling of existing surface complete all as specified and directed.

50

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Providing and laying coloured ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in skrting/dado etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match tile colour over 15 mm thick screed bed in cement mortar (CM) 1:4, including dismantling of existing surface complete all as specified and directed.

193

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S & F in repairs sinks with drainage board made of stainless steel 1 mm thick sheet kitchen or laboratory with plugs, washers and 40 mm nominal size, copper alloy, nickel chromium plated finish waste fittings with including silicone sealant; including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipes overall size 915 mm X 460 mm bowel size 410 mm X 330 mm X 160 mm complete all as specified and as directed.

6

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S & F in repairs bib tap standard of PTMT, any colour, high pressure, minimum weight 90 grams, screwed for steel tube for nominal size 15 mm complete all as specified and as directed.

300

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S & F in repairs pillar taps of PTMT, any colour, high pressure, minimum weight 100 grams, screwed for steel tube for nominal size 15 mm complete all as specified and as directed.

100

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