Military Engineer Services Tender
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Costs
EMD
₹ 40,000Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Repair To Manholes, Sewage Lines And Cleaning Of Septic Tank, Sewage Line At Af Stn Bikaner
Description
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Contact
Tender Id
2025_MES_694646_1Tender No
GE (AF) NAL /T-72/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
SCHEDULE OF CREDIT, SCHEDULE A NOTES, SPECIAL CONDITIONS, PARTICULAR SPECIFICATIONS AND OTHER CONNECTED DOCUMENTS
BOQ Items
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Dewatering of Septic tank/Soakage Well cleaning and taking out effulent water from soakage well by mechanical means of any depth, in foul conditions and confined places, getting out and removing the effulent water and disposed off in closed container (tank capacity 5000 Ltr) at authorized dumping site declared by local administration outside MD land as directed by Engineer-in-Charge complete all as specified and directed.
150
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Material and labour cleaning & clearing manholes by taking off manhole covers and re-fixing the same after cleaning of any description, underground upto 1 metre depth by removing any type of blockage including de-silting and de-chocking and flushing after cleaning, clearing of manholes. Sludge/ sludge water shall be disposed off in closed container at authorized dumping site declared by local administration outside MoD land as directed by Engineer-in-Charge, upto 150mm dia sewage lines complete all as specified and directed.
250
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Material and labour cleaning & clearing manholes by taking off manhole covers and re-fixing the same after cleaning of any description, underground depth exceeding 1.00 Metre but not exc. 1.50 metre by removing any type of blockage including de-silting and de-chocking and flushing after cleaning, clearing of manholes. Sludge/ sludge water shall be disposed off in closed container at authorized dumping site declared by local administration outside MoD land as directed by Engineer-in-Charge, upto 150mm dia sewage lines complete all as specified and directed.
250
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Material and labour cleaning & clearing manholes by taking off manhole covers and re-fixing the same after cleaning of any description, underground depth exceeding 1.50 Metre but not exc. 2.00 Metre by removing any type of blockage including de-silting and de-chocking and flushing after cleaning, clearing of manholes. Sludge/ sludge water shall be disposed off in closed container at authorized dumping site declared by local administration outside MoD land as directed by Engineer-in-Charge, upto 150mm dia sewage lines complete all as specified and directed.
100
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Dewatering of existing SWT of capacity between 10,000 Ltrs to 25,000 Ltrs and cleaning of all organic and inorganic material scale dirt, mud/caked earth silt and cleaning the bottom and sides and applying two coats of white wash and writing the date of cleaning on SWT wall complete all as specified and directed
6
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Cleaning and removing all scale and dirt, etc, from water tanks, capacity exceeding 250 litre but not exceeding 500 litre and from mouths of circulating pipes etc. by emptying, drying, cleaning by scrubbing the dust with wire brush from tank by removing inlet and outlet pipe and refixing inlet and outlet pipe with new tank connection fitting in the same position after cleaning and marking the date of cleaning on the tank with paint complete all as specified and directed. Note:- (a) Letter or figures (Block. Roman) of 5 cm high and min 5mm wide such as "CLEANED ON DD/MM/YY" shall be written on service water tank . (b) Cleaning shall be done every six months interval complete all as specified and directed.
300
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All as per description of serial item No. 9.00 here-in-before but capacity of tank exceeding 500 litre but not exceeding 1000 litre
50
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Dismantling floor, hearth or wall tiling incl cement mortar bedding (but not backing) and removal complete all as specified and directed.
225
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Material and labour Glazed ceramic coloured tiles 7 to 8mm thick (Square/rectangular ) dark/printed in vertical surface area of each tile exceeding 0.13 sqm but not exceeding 0.18 sqm thick set & jointed in neat cement slurry and pointed with coloured cement to match, over and including 10mm thick rendering in CM 1:4 complete all as specified and directed.
150
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Material and labour Non - skid Ceramic tiles 7 to8 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 with the shade of tiles laid over and including 15mm thick screed bed or bedding layer in cm 1:6 as specified and directed.
75
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S&F as in repairs Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe 15mm bore and fixed complete all as specified and directed.Make : PRAYAG , SHAKTI, POLYTUFF
50
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S&F as in repairs high pressure Ball valves of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe 20mm bore and fixed complete all as specified and directed. Make : PRAYAG , SHAKTI, POLYTUFF
40
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S&F as in repairs high pressure Ball valves of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe 25mm bore and fixed complete all as specified and directed. Make : PRAYAG , SHAKTI, POLYTUFF
5
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Dismantling water tanks and removing from site of 500 litres capacity complete all as specified and directed.
10
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Dismantling water tanks and removing from site of 1000 litres capacity complete all as specified and directed.
5
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S&F 500 litres capacity Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I all as specified and directed
10
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S&F 1000 litres capacity Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I all as specified and directed
5
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S&F as in repairs 20mm bore dia stop valve, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed. Make : SOMA, GEM, PRAYAG.
10
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Taking down rainwater pipes (any size or pattern), including all fittings, heads, shoes, ends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories)
70
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S&F 110mm bore PVC (SWR) waste and vent pipes in any length with rubber ring joints fixed to wall including taking up/down old pipes complete all as specified and directed. Finolex/prince/kisan
50
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S&F 75mm bore PVC (SWR) waste and vent pipes in any length with rubber ring joints with laid in trenches, wall or in floors including taking up/down old pipes complete all as specified and directed. Make for PVC pipes and fittings: Finolex/prince/kisan
20
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S&F PVC (SWR) bends 110mm dia, complete all as specified and directed.
10
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S&F PVC (SWR) bends 75mm dia, complete all as specified and directed.
4
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S&F of PVC (SWR) reducers 110mm dia, complete all as specified and directed.
4
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S&F PVC (SWR) junction single (single Tee) equal or unequal 110mm dia complete all as specified and directed.
4
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S&F PVC (SWR) junction single (single Tee) equal or unequal 75mm dia complete all as specified and directed.
4
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S&F PVC (SWR) vent cowl 110mm dia complete all as specified and directed.
5
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S&F PVC (SWR) vent cowl 75mm dia complete all as specified and directed.
5
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Excavation in soft/loose soil in trenches not exceeding 1.5 metre wide / manholes area n exc 10sqm on plan and depth not exceeding 1.5 metre and getting out complete all as specified and directed.
55
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Excavation in soft/loose soil in trenches not exceeding 1.5 metre wide / manholes area n exc 10sqm on plan and depth exceeding 1.50 Metre but Not exceeding 3.00 metre in depth and getting out complete all as specified and directed.
10
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Earth work in excavation by mechanical means (Hydraulic excavator)/ means over areas (exc 30 cm in depth, 1.5 m in width as well as 10 sqm on plan ) including getting out in any kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5 m , as directed by Engr-in-Charge.
50
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All as per item No 34 but depth exc 1.50 mtr but n exc 3.00 mtr in depth and getting out in any kind of soil complete all as specified and directed.
50
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All as per item No 34 but depth exc 1.50 mtr but n exc 4.50 mtr in depth and getting out in any kind of soil complete all as specified and directed.
15
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Returning, filling in soft/loose soil, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick, complete all as specified and directed.
40
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Removing excavated material to a distance exc. 50 metre but not exceeding 100 metre and depositing where directed at a level not exceeding 1.5 Metre above starting point, complete all as specified and directed.
140
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Demolition and breaking up drain pipes of150mm dia (Salt glazed ware, AC or Reinforced concrete) set in
cement mortar complete all as specified and directed.
120
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M&L Concrete bed to drain pipe 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate, complete all as specified and directed.
200
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Supply, laying and jointing reinforced concrete pipes, class NP-2 with collars, 150mm Internal dia in trenches, and tested including all necessary extra joints, waste, and cutting etc. complete all as specified and directed. Note : Excavation and earthwork shall be measured and paid for separately
200
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Supply & Laying & jointing Salt glazed stone ware drain pipe, 150mm Internal dia grade ‘A’ laid in trenches, jointed and tested, complete all as specified and directed.
20
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M&L Cutting into existing manhole for connecting into new drain, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or ¾ section), in cement concrete 1:2:4, type B-1, using 20mm graded stone aggregate, smooth finished and reforming benching as required for 150 mm bore SGSW / RCC pipe, complete all as specified and directed.
40
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M&L 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 directed.
10
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Demolition of brick work built in cement mortar of any description, in any position complete all as specified and directed.
5
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M&L Brick work with sub class ‘B’ bricks modular size bricks straight or curved on plan exceeding 6 Metre mean radius built in cement mortar 1:4 complete all as specified and directed.
7
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M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4
100
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M&L for Brickwork with subclass ‘B’ bricks, honeycomb brick walling straight or curved on plan n exc 6m mean radius built in CM 1:4
100
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Demolition of reinforced cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level)
19
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Separating, scraping and cleaning of reinforcement (Demolition of concrete measured separately)
11
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Taking down cement plaster of any description upto 6.2 metre height height on brick or concrete surfaces / kerb stones etc including raking out joints hacking for key, scrubbing down down with water etc complete all as specified.
300
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M&L Rendering 15 mm thick in cement mortar 1:4 on brick work or concrete surfaces, finished even and smooth without using extra cement, complete all as specified and directed.
400
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M&L PCC 1:2:4 type B-1 using 20 mm graded stone aggregate including necessary from work as in coping, benching of manhole, slightly rounded or chamfered, complete all as specified and directed.
0.2
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M&L for Precast RCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in manhole covers set in cement mortar1:4 including necessary form work, complete all as specified and directed.Reinfocement shall be measured and paid seperatly.
8
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M&L for reinforced cement concrete design mix M-25 (using 20mm graded aggregate) in 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
11
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Material & labour mild steel TMT bar 6 to 8 mm dia and cut to length bent to shape as required including cranking, bending etc and binding with and including MS wire annealed, not less than 0.9 mm dia, complete all as specified and directed.
200
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Material & labour mild steel TMT bar 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
1100
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Material & labour for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick complete all specified and directed.
90
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S&F as vitreous china padastal pattern, "WC" incl connection to trap P or S type 100 mm dia , and to flushing pipe anti-syphonage pipe, etc. complete, and sealing the joint with lead all as specified and directed.
15
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Supply and fixing avalve less syphonic action type flushing cistern low level white with PVC in let ball valve, float and handle, 10 ltrs capacity and connection to pipes including PVC connection and 32mm dia PVC long bend for squat pattern etc, set with concrete and making good to floor including taking down existing, complete all as specified & directed.
20
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S&F PVC (SWR) gully trap 125/110mm, setting & jointing with solvent cement fixed in repairs complete all as specified and directed by Engr-in-Charge. Make: Finolex, Superme, Prince
28
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Demolition of cement concrete (unreinforced) of any description and any position not otherwise specfically provided for
15
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Dismantling of Interlocking tiles at ground floor level complete all as specified & directed.
8.25
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M&L for Soling with broken boulders or quarried stone, inter stices filled, surface formed and
rolled and consolidated to required gradient and camber of thickness 100mm complete all as specified & directed.
80
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M & L 75 mm thick PCC (1:4:8) type D2 for sub base of floor complete all as specified and directed by engr-in-charge.
8
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M & L for 60 mm thick M-35 grade precast concrete interlocking paver blocks using grey cement any shape and size conforming to IS 15658-2006 as directed laid dry in floors complete all as specified and directed.
80
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-
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M&L for Tibba sand cushioning 40mm thick below paver block complete all as specified and directed.
80
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M&L for Tibba sand cushioning 40mm thick below paver block complete all as specified and directed.
4.4
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Demolition of Stone sett paving of any description or thickness
6
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Supply and fixing factory made chequred cement concrete coloured tiles 200mm x 200mm x 25mm thick, set jointed and pointed in neat cement slurry with grey cement mixed with pigment to match the colour of tiles, laid over and incl 20 mm thick screed bed in CM 1:4, complete all as specified & directed.
60
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