Military Engineer Services Tender
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Costs
EMD
₹ 93,020Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_654274_1Bid Award Id
ViewTender No
8783/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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BOQ Items
Cleaning of Gully traps of any size and any depth by removing the material (sludge materials) and placing back the cover in position complete all as directed.
450
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Clearing the urinal blockage of any length and dia by Roding and removing the materials (sludge) to distance not exceeding 50m all as directed.
650
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Clearing WC blockages up to 1st manholes any length and dia by Roding and removing the materials (sludge) to a distance not exceeding 50m complete all as directed.
950
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Note: For (Sl Item No. 02 to 06)
(a) The contractor shall deploy safaiwala alongwith T&P to attend the complaints. The supervisor will report to JE (Civil) in complaint cell/ service centre of AGE B/R-I under GE (I) R&D Kanchanbagh located in DRDL area daily between 0830 to 0900hrs (except on Sunday/Gazetted holidays). (b) The complaints shall be attended preferably on the same day and complaints slips duly signed by the user will be deposited back with JE(Civil) on the same day. (c) Working time for all the people employed by the contractor will be from 0900 hrs to 1700 hrs offer wise In case of any emergency, they can be called at any time beyond specified time and will be given off at the discretion of Engr-in-Charge. (d) A penalty of Rs 200/- per day will be levied in case of absence of any of supervisor or safaiwala.
(e) Manpower/ employees deployed by contractor shall have safety measures for the job and life insurance policy for compensation in case of any accident.
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Excavation over areas, n exc 1.5m deep and getting out Hard/dense soil, complete all as specified and directed by the Engineer -in- charge.
32
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Excavation in trenches in Hard/dense soil, not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc. or for shafts, wells cesspits, manholes, pier hole etc. and getting out, complete all as specified and directed by the Engineer -In –charge
98
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Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm depth in soils, complete all as specified and directed by the Engineer -In –charge
85
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Removal of excavated spoil to a distance not exc 50m complete all as specified and directed by the Engineer -In –charge
45
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Demolition of brick work/Stone Masonry built in cement mortar in any position and in any location complete all as specified and directed by the Engineer -In –charge
85
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M&L for walling of squared rubble masonry, regular coursed, Secunderabad type, well bonded, bedded and solidly hearted, built in cement mortar 1:6 including necessary face work all as directed by Engr-in-Charge.
45
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Al as per item No.12 above but except materials stone.
20
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M&L brick work with fly ash bricks sub Class ‘B’ bricks straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 in any location, complete all as specified and directed by the Engineer -In –charge
20
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Taking down cement plaster on any surfaces including raking out joints, hacking for key,scrubbibg down with water etc. complete all as specified & directed by Engr-in-Charge.
350
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M & L for Rendering 15 mm thick on brick /concrete surfces in CM 1:4 finished even & smooth without using extra cement complete all as specified & directed by Engr-in-Charge.
550
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Supply only Liquid water proofing compound, ISI marked complete all as specified and directed by the Engineer -In –charge
20
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Dismantling of 150/200 mm bore SGSW drain pipes including PCC haunching and bedding jointed in cement mortar and taking out including removal, complete all as specified and directed by the Engineer -In –charge
410
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Material and labour for reinforced cement concrete pipes, 150mm bore, class NP2, laid and jointed complete with collars all as specified and as directed.
280
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Material and labour for reinforced cement concrete pipes, 200mm bore, class NP2, laid and jointed complete with collars all as specified and as directed.
130
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M&L Plain cement concrete type C-2, 1:3:6 using 40mm graded stone aggregate as in concrete bed including packing under & haunching against sides of pipes after the pipe are laid and tested for 150mm complete all as specified and directed by the Engineer -In –charge
280
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M&L Plain cement concrete type C-2, 1:3:6 using 40mm graded stone aggregate as in concrete bed including packing under & haunching against sides of pipes after the pipes are laid and tested for 200mm complete all as specified and directed by the Engineer -In –charge
130
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Demolition of cement concrete (reinforcement cut as required to facilitate demolition) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level), complete all as specified and directed by the Engineer -In –charge
10
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M & L for Providing factory made precast cement cocrete cover slabs (1:2:4) type B1 (20mm graded agg) set in CM 1:4 for man holes/drains in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces complete all as specified and directed by the Engineer -In –charge
10
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Demolition of cement concrete (unreinforced) below or above ground level n exc 15 cm thick complete all as specified and directed by the Engineer -In –charge
32
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M&L Plain cement concrete (1:3:6) type C-2 using 40mm graded aggregate as in foundation, filling and mass concrete complete all as specified and directed by the Engineer -In –charge
2
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Cutting into existing manhole for connecting new drain, making good to pipes and rendering cutting out existing benching for and forming branch channel (½ round of ¾ section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required for 150/200 mm bore pipe complete all as specified and directed by the Engineer -In –charge
25
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M&L for cement concrete (1:2:4), type B-1, using 20mm graded mechanically crushed stone aggregate as in coping, bed block benching, kerbs, mud stop, rounded or chamferred on edges including necessary form work/moulds complete all as specified and directed by the Engineer -In –charge
2
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S&F in repair Vitreous china squatting pan, ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rest, including connecting with 'S' or 'P' trap and necessary provision of lime concrete , complete all as specified and directed by Engr-in-Charge.
20
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M&L for cutting existing BT road/PCC of size 450 mm wide for taking out/laying of underground pipe and including necessary earth work and refilling the same in layers well ramming including watering as required and matching with the existing surface with 200mm thick PCC 1:2:4 type B1 and curing the same with wet gunny bags and removing debris outside MOD land complete all as specified and directed
40
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Dismantling floor, hearth or wall tiling including cement mortar bedding /backing coat and removing rubbish off the premises, complete all as directed.
420
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M&L for First Quality Non skid ceramic coloured tiles, 7mm thick of (square/ rectangular) area of each tile exc 0.11 sqm but not exc 0.18sqm, laid in floor with neat cement slurry and pointed in white or coloured cement to match the shade of tiles, over 15mm thick screed bed in cement mortar (1:6) and using with neat cemant slurry with 3 kg / sq mtr including roughening surface of old concrete floor by picking sweeping clean and washing down with water to remove dust etc complete all as specified and directed by Engineer-in-Charge.
240
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M & L for coloured glazed ceramic tiles of size 450 x 300 x 7 mm thick on vertical surfaces such as skirting/dado, jointed in neat cement slurry and pointed in white or coloured cement to match with the colour of tiles, complete all as specified and as directed.
180
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M&L Rendering 15mm thick cement plaster in CM 1:4 on fair faces of brick work or concrete surfaces to back of tiles
180
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M & L PVC floor trap/nahani trap 75mm with grating including jointing to waste pipe with cement concrete (1:2:4) type B1 joint to waste pipe complete all as specified and directed by Engr-in-Charge
20
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S&F 10 Ltrs capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet ball valve, float and handle including brackets in repair complete all as specified and directed by Engr-in-charge.
20
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S&F 100 mm cast iron soil waste and vent pipe, sand cast pipes in any length with or without ears jointed with cement mortar (1:3) laid in trenches or in floors or on wall fixed in repair including taking down existing pipes complete all as specified and directed by Engr-in-Charge
80
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All as per item No. 37 above but 75 mm -ditto-
50
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S&F 100 mm cast iron bends in repairs complete all as specified and directed by Engr-in-Charge
15
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All as per item No.39 above but 75 mm -ditto-
15
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S & F PVC (SWR) pipes 110mm bore, single socketed in any length with rubber ring joints fixed to wall or laid in floors including taking down old pipe complete all as directed
120
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S & F PVC (SWR) pipes 75mm bore, single socketed in any length with rubber ring joints fixed to wall or laid in floors including taking down old pipe complete all as directed
40
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S & F in repairs PVC (SWR) bends (any radius) suitable for 110mm bore pipe complete all as directed
24
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S & F in repairs PVC (SWR) bends (any radius) suitable for 75mm bore pipe complete all as directed
24
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S&F Stack clamps out of 50mm x 5mm flat iron and 16mm dia round iron stays including bolts & nuts and securing ends of stay to wall for 100mm bore CI pipes complete all as specified and directed by Engineer-in-charge.
10
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All as per item No.45 above but 75mm bore pipe.
10
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M & L for PCC (1:2:4) type B2 (using 40mm graded stone aggregate), 100mm thick, finished even and smooth with out using extra cement complete all as directed.
120
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M & L for PCC (1:3:6) type C-2 (using 40 mm graded stone aggregate) of 75 mm thick as in Path / PCC sub base for Paving tiles etc, finished even and fair complete all as directed.
140
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M&L for 10 mm thick Endura/Dura stone parking tiles using white cement and pigments of size 300mm x 300mm with wear resistant coating of approved design laid with cement slurry @ 3Kg/ Sqm over 15mm thick screed bed in cement mortar 1:6 including taking out old unserviceable tiles and depositing the debris in low lying areas exceeding 500mtr but not exceeding 1000mtr including dismantling existing tile work complete all as specified and directed by Engineer-in-Charge.
120
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S & F Machine pressed precast concrete interlocking paver block any shape and size with gray cement and pigment (approved by GE) confirming to IS 15658-2006 of 60 mm thickness, M-35 grade including laid over , sand cushion bed and preparing the surface to uniform level to receive tiles and the corners shall be finished with 1:2:4 PCC (using 20 mm graded stone aggregate) finished the surface even and smooth including taking down old unserviceable tiles and depositing debries in low laying areas upto a lead of 500 mtrs including dismantling existinginterlockinig tiles complete all as specified and as directed by Engr-in-Charge.
240
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M&L for 30mm thick Paving tiles using white cement and pigments of size 380mm x 380mm with wear resistant coating of approved design laid with cement slurry @ 3Kg/ Sqm over 15mm thick screed bed in cement mortar 1:6 including existing tiles and removing from site to distance n exc 50 m complete all as directed.
140
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Dismantling wrought iron or mild steel work of any description not otherwise provided for
1.79
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S&F MS work as in fencing post and strurts incl cutting tops to make shape as directed, drilling holes, notching for wire etc, flate iron fillet ( for securing wire mesh etc) incl all necessary drilling, bolting, riveting etc and similar work, complete all as specified and as directed.
1640
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As per item No-53 above but fixing only.
150
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S&F PVC coated GI chain link fencing of wire of 3.5mm thick, 3mm wire dia and 0.5mm thick hot dip PVC coating with aperture of chainlink is 50mm x 50mm complete all as specified and directed.
Make: TATA WIRON PVC D-FENCE, or Techno commercially Equivalent approved by GE
200
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