Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date23 Dec 2024
Closing Soon14 Jan 2025
Tender Amount₹ 20,00,000
Costs
EMD
₹ 40,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_684433_2Tender No
8207/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Removing excavated soil to a distance exceeding 1.5 Km but not exceeding 5 Km and depositing where directed outside MD land complete all as specified and as directed by Engineer-in-Charge.
24
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Site clearance/surface dressing including removing all trees upto any girth and depth of dense / heavy bushes upto the depth of roots, plants in any type of soil etc and removing the debris out side MD land complete all as specified and as directed by Engineer-in-Charge.
450
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Rough excavation not exceeding 1.5m deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-Charge.
6
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Material and labour for reinforced concrete pipes, 150mm bore with collars, class NP-2, laid in trenches and jointed in cement mortar 1:1 with spun yarn etc complete all as specified and as directed by Engineer-in-Charge.
Make : Indian hume pipes/ Everest/ Himalaya/ Thuluvananikal Pipes
150
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Material and labour for reinforced concrete pipes, 200mm bore with collars, class NP-2, laid in trenches and jointed in cement mortar 1:1 with spun yarn etc complete all as specified and as directed by Engineer-in-Charge.
Make : Indian hume pipes/ Everest/ Himalaya/ Thuluvananikal Pipes
35
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Material and labour for cement concrete 1:3:6, type C2 (using 40mm graded stone aggregate), as bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in as specified in Clause 18.68 of MES schedule Part I, bore of pipe 150mm bore of pipe complete all as specified and as directed by Engineer-in-Charge
150
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Material and labour for cement concrete 1:3:6, type C2 (using 40mm graded stone aggregate), as bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in as specified in Clause 18.68 of MES schedule Part I, bore of pipe 200mm bore of pipe complete all as specified and as directed by Engineer-in-Charge
35
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Demolition of brick work/stone masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars, PCC coping etc, but excluding ashlar facings, dressed stonework and precast concrete articles and removing of debris outside MD land complete all as specified and as directed by Engineer-in-Charge.
20
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Material and labour for brick work with sub class 'B' bricks, straight or curved on plan, exceeding 6 m mean radius, built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.
20
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Demolition of cement concrete (unreinforced) of any description and in any position, not otherwise specifically provided for and removal of rubbish outside MD land etc complete all as specified and as per directed all as specified and as directed by Engineer-in-Charge.
35
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Demolition of reinforced cement concrete of any description (beam, chajja, fins, RCC water tank, roof slab etc) & in any position including necessary scaffolding arrangement (reinforcement cut as required to facilitate demolition) and removing concrete debris and depositing outside MD land all as specified and as directed by Engineer-in-Charge.
3
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Material and labour for plain cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
3
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Material and labour for Plain Cement Concrete (1:2:4) type B-1, using 20 mm graded stone aggregate as in surface channels and drain and finishing the surface even and smooth without using extra cement all as specified and as per directed all as specified and as directed by Engineer-in-Charge.
3
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Material and labour for factory made Precast, cement concrete (1:2:4) type B-1, using 20mm graded stone aggregate in kerb stone of size 300mm x 400mm x 100mm in required shape finished smooth, set in cement mortar 1:4 including excavation earth work in any type of soil complete all as specified and as directed
1.5
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Material & labour for Factory made precast reinforced cement concrete with nominal mix, 1:2:4, type B1 using 20mm graded stone aggregate as in landings, cover slabs, chajjas etc. and similar articles with plain faces, set in CM 1:6 complete all as specified and as directed by Engineer-in-Charge.
Make- Vikrant/BRHC/Equivalent as approved by GE
2.5
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Material and labour for Pre-cast cement concrete block masonry 1:3:6 type C1, (using 20mm graded stone aqggregate), with solid blocks, exceeding 10 cm in width and setting in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.
3
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Material and labour for 75 mm thick cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in sub base of flooring/ hard standing, path and finishing the surface even and fair without using extra cement complete all as specified and as directed by Engineer-in-Charge.
60
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Material and labour for 100mm thick cement concrete (1:2:4) type B1, using 20mm graded stone aggregateas in sub base of flooring/ hard standing, path, in alternate bays, area not exceeding 2 Sqm each panel and joints filled with bitumen mastic (1:3) and finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
100
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Material and labour for 75mm thick cement concrete (1:3:6) type C1, using 20mm graded stone aggregate as in plinth protection and finishing the surfaces even and smooth without using extra cement, including joints of plinth protection filled with bitumen mastic (1:3) complete all as specified and as directed by Engineer-in-Charge.
50
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Material and labour for plain cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
6
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Material and labour for providing Plain cement concrete 1:2:4, type B1 (Nominal mix) using 20mm graded stone aggregates as in coping or bed block at security wall and the like including weathering, slightly rounded or chamfered angles and throating, as directed including necessary form work for fair finished surfaces complete all as specified and as directed by Engineer-in-Charge.
2.5
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Taking down cement plaster of any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc and removing debris outside MD land complete all as specified and as directed by Engineer-in-Charge
180
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Material and labour for rendering 10mm thick plaster in cement mortar (1:4) on brick or concrete external surfaces and finishing the surfaces even and smooth without using extra cement etc complete all as specified and as directed by Engineer-in-Charge.
180
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Supply and fix mild steel TMT bars, 8mm 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 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
400
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Supply & fix mild steel round bars 10mm dia and over as in rungs, cut to length bent to shape required etc complete all as specified and as directed by Engineer-in-Charge
100
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Material and labour for cleaning of manholes not exceeding 2.0 Sqm in plan and upto 0.5metre depth including pumping out liquid sludge/waste materials, removing all solid materials such as stones, bricks, pipes, plastic articles etc., from the manholes / chambers, plugging or diverting of flow if required including taking all precautionary and safety measures such as gas mask, use of safety belt and cell torch for lighting inside manholes spreading bleaching powder on the silt removed to avoid bad smell including cleaning of surrounding area of manhole upto 1.0m from the edges etc complete all as specified and as directed by Engineer-in-Charge.
450
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All as per item No.29 described here-in-before but depth exceeding 0.50 metre but not exceeding 1.0 metre
200
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All as per item No.29 described here-in-before but depth exceeding 1.0 metre but not exceeding 1.50 metre
100
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All as per item No.29 described here-in-before but depth exceeding 1.50 metre but not exceeding 3.0 metre
Note for item No 29 to 32 : Solid contents/materials, silt etc obtained from cleaning shall be removed outside MD land and contractor's quoted rate shall be deemed to be included for this provision.
180
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Systematically cleaning of the blockage of water closets, bath rooms, nahani traps, floor traps and gully traps of any type and size/depth and removing all silts and solid materials to out side MD land etc complete all as specified and as directed by Engineer-in-Charge.
700
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Systematically cleaning of the sewage and waste water line pipes 100mm / 75mm dia fixed to walls vertically, by passing ropes, Knots, bamboo/wire/kandi rotary cleaner etc., at any height including necessary scaffolding complete all as specified and as directed by Engineer-in-Charge.
2000
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Systematically cleaning of the sewage lines including gully traps by passing ropes, Knots, bamboo/wire/kandi rotary cleaner etc for dia of sewage pipe 150mm complete all as specified and as directed by Engineer-in-Charge.
750
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All as per item No. 35 described here-in-before but for dia of sewage pipe 200mm complete
1000
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Material & Labour for cutting into existing manholes for 150mm internal dia of pipes for connecting new drains, 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 (1:2:4) type B1, smooth finished and reforming benching as required complete all as specified and as directed by Engineer-in-Charge.
10
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Removing manhole cover of any type / size / thickness and cleaning manhole chamber of any shape & size not exceeding 1.50m deep by removing sludge / mud from manhole and removing of debris outside MD land complete all as specified and as directed by Engineer-in-Charge
40
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Material and labour for cleaning of septic tank (250 users) (hume pipe / masonry), by opening cover, pumping out liquid sludge/waste materials, taking out sludge night soil etc and taking off the waste outside MD land as per BMC rules and placing the existing cover in original position making good the joints and taking all precautionary and safety measures such as gas mask, use of safety belt and cell torch for lighting inside septic tank, including spreading bleaching powder on the silt removed to avoid bad smell complete all as specified and as directed by Engineer-in-Charge.
1
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All as per item No.39 described here-in-before but capacity of septic tank 150 users.
2
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All as per item No.39 described here-in-before but capacity of septic tank 100 users.
3
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All as per item No.39 described here-in-before but capacity of septic tank 50 users.
3
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All as per item No.39 described here-in-before but capacity of septic tank 25 users. Note for Item no. 39 to 43- Complaint shall be completed within 2 days of raising. Any delay in attending the complaint shall liable to impose a penalty of Rs 300/- per complaint per day.
10
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Material and labour for 15mm thick rendering on concrete surfaces of roof slab, mixed with water proofing compound, in CM 1:4 finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
Note: Water proofing compound will be measured and paid separately
200
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Supply only liquid water proofing compound ISI marked complete all as specified and as directed by Engineer-in-Charge.
Make : Pidilite Industries Ltd, Taloja /Super Aquacem (India) Ltd /FOSROC/Siko/Dr Fixit
30
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Material and labour for hardcore of broken stone or boulders of gauge n exc. 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 by Engineer-in-Charge.
15.5
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Material and labour for reinforced concrete pipes, 450mm bore with collars, class NP-2, laid in trenches and jointed in cement mortar 1:1 with spun yarn etc complete all as specified and as directed by Engineer-in-Charge.
Make : Indian hume pipes/ Everest/ Himalaya/ Thuluvananikal Pipes
10
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Material and labour for reinforced concrete pipes, 600mm bore with collars, class NP-2, laid in trenches and jointed in cement mortar 1:1 with spun yarn etc complete all as specified and as directed by Engineer-in-Charge.
Make : Indian hume pipes/ Everest/ Himalaya/ Thuluvananikal Pipes
10
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Material and labour extra for forming fair finished drain or channel 30cm inner girth in cement concrete with using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and as directed.
15
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Supply & Fix in repairs salt glazed stoneware gully traps, square/rounded mouthed type ' P 'of size 150 x 150mm including CI grating and setting in PCC 1:2:4 type B1 and jointing to drain with CM (1:1) complete all as specified and as directed by Engr-in-Charge
10
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Supply and fix in repairs PVC (SWR) single socketed rain water pipes/ soil waste pipes with rubber ring joints, 75mm dia, laid in trenches or floor or fixed to walls upto 4th floor including necessary scaffolding arrangement complete all as specified and as directed by Engineer-in-Charge.
Make: Supreme/ PRINCE (Ultrafit)/ Kisan/ Finolex/ Astral
80
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Supply and fix in repairs PVC (SWR) single socketed rain water pipes/ soil waste pipes with rubber ring joints, 100mm dia, laid in trenches or floor or fixed to walls upto 4th floor including necessary scaffolding arrangement complete all as specified and as directed by Engineer-in-Charge.
Make: Supreme/ PRINCE (Ultrafit)/ Kisan/ Finolex/ Astral
80
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Supply and fix in repairs PVC (SWR) bends any radius, 75mm dia. complete all as specified and as directed by Engineer-in-Charge
Make: Supreme/ PRINCE (Ultrafit)/ Kisan/ Finolex/ Astral
20
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Supply and fix in repairs PVC (SWR) bends any radius, 110mm dia. complete all as specified and as directed by Engineer-in-Charge
Make: Supreme/ PRINCE (Ultrafit)/ Kisan/ Finolex/ Astral
20
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Supply and fix in repairs PVC (SWR) vent cowl 110 mm dia complete all as specified and as directed by Engineer-in-Charge.
Make: Supreme/ PRINCE (Ultrafit)/ Kisan/ Finolex/ Astral
15
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Supply and fix in repairs PVC (SWR) vent cowl 75 mm dia complete all as specified and as directed by Engineer-in-Charge.
Make: Supreme/ PRINCE (Ultrafit)/ Kisan/ Finolex/ Astral
15
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Supply and fix in repairs PVC (SWR) branch piece, single (single Y) equal or unequal of any radius 110mm bore complete all as specified and as directed.
Make : Supreme/ PRINCE (Ultrafit)/ Kisan/ Finolex/ Astral
10
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Supply and fix in repairs PVC (SWR) branch piece, single (single Y) equal or unequal of any radius 75mm bore complete all as specified and as directed.
Make : Supreme/ PRINCE (Ultrafit)/ Kisan/ Finolex/ Astral
10
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Supply and fix in repairs PVC (SWR) branch piece, double (double Y) equal or unequal of any radius 110mm bore with access door etc complete all as specified and as directed.
Make : Supreme/ PRINCE (Ultrafit)/ Kisan/ Finolex/ Astral
10
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Supply and fix in repairs PVC (SWR) branch piece, double (double Y) equal or unequal of any radius 75mm bore with access door etc complete all as specified and as directed.
Make :Supreme/ PRINCE (Ultrafit)/ Kisan/ Finolex/ Astral
10
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Supply and fix PVC (SWR) junction single 75mm bore (Single T) equal or unequal complete all as specified and as directed.
Make :Supreme/ PRINCE (Ultrafit)/ Kisan/ Finolex/ Astral
10
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Supply and fix PVC (SWR) junction single 100mm bore (Single T) equal or unequal complete all as specified and as directed.
Make :Supreme/ PRINCE (Ultrafit)/ Kisan/ Finolex/ Astral
10
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Supply and fix in repairs PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and as directed by Engineer-in-Charge.
Make :Supreme/ PRINCE (Ultrafit)/ Kisan/ Finolex/ Astral
10
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Material and labour for 15mm thick rendering with cement mortar 1:3 on other than fair faces of brick work or on one side of lathing and finished even and smooth without using extra cement etc including taking down cement plaster, raking out joints, hacking for key, scrubbing down with water and removing of debris outside MD land complete all as specified and as directed by Engineer-in-Charge
Note- Rendering is for circular work of tanks/chambers, soak well, soak pits, septic tank etc
339
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Material and labour for machine pressed precast concrete interlocking paver block, of any shape and size conforming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment complete all as specified and as directed by Engineer-in-Charge.
Make: Mehtab Tiles/Indore/M/S Ultra Tiles/NITCO/Topaz Tiles/Navya Tiles Jodhpur
158
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Material and labour for chequered cement concrete tiles 20cm x 20cm x 25mm thick with grey cement and no pigments, set, jointed and pointed in neat cement slurry in floors including 15mm thick screed bed in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.
Make- (a) M/S Mehatab Tiles, Indore (b) National Tiles(c) Bharat Tiles and Engg Coy, Bangalore (d) Modern Tiles and Marbles Bangalore (e) M/s NITCO, Mumbai (f) Ultra (g) Duracrete
80
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Note: Deduct Credit for demolished / dismantled material of Rs. (-) 12,025.00 (Minus) as listed in Schedule of Credit. Tenderers will not quote against this item being a tentative amount to be considered to arrive at the 'Contract Sum'
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