Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date31 Jan 2024
Closing Date4 Mar 2024
Tender Amount₹ 43,00,000
Costs
EMD
₹ 86,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_639984_1Bid Award Id
ViewTender No
8361/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Removing excavated soils n.exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.
24.3
-
-
Pumping out/dewatering of soakage wells, septic tanks etc of any size and depth by mechanical means i.e. pumpsets etc and removing the waste water in liquid or semi-liquid/solid state and disposing outside MD land including transportation with proper sanitation complete all as specified and as directed by Engineer-in-Charge.
70
-
-
Taking out and removing waste materials/foreign materials from septic tank by mechanical means of any size and and removing waste/sludge/surplus soil outside MD land including necessary transportation complete all as specified and as directed by Engineer-in-Charge.
50
-
-
Cleaning manhole of depth exc. 2metre but n.exc 3metre with spades or bucket taking out sludge manhole and disposed off by mechanical means with necessary safety precautions and clearing manhole by jet water and draining out completely complete all as specified and as directed by Engineer-in-Charge.
50
-
-
Making arrangement of scaffolding in the shafts cutting holes around the bends, tees, junctions any description in the leakage/seepage and making the surface good with CM 1:3 or Plain Cement Concrete 1:2:4 B0 using 12.5mm aggregate Nominal mix including formwork complete all as specified and as directed by Engineer-in-Charge.
70
-
-
Making arrangement of scaffolding in the shafts / spot/ location of weed growth removing the weed including its root & immediately pouring glyphosate in required concentration and making the surface good with CM 1:3 or PCC 1:2:4 B0 using 12.5mm aggregate Nominal mix including formwork complete all as specified and as directed by Engineer-in-Charge.
120
-
-
Taking out old unserviceable PVC Pipe of size 75mm, 110mm and 150mm from trenches and walls with all fitting including necessary earthwork and removal upto 250m outside MD land complete all as specified and as directed by Engineer-in-Charge.
1070
-
-
S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to walls including necessary clamps complete all as specified and as directed by Engineer-in-Charge.
500
-
-
S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches or in floors including necessary clamps complete all as specified and as directed by Engineer-in-Charge.
250
-
-
S& F, 150mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches floor or wall and similar works including necessary clamps complete all as specified and as directed by Engineer-in-Charge.
320
-
-
S& F, Reinforced Cement Concrete pipes of dia 150mm dia class NP 2 with one collar to pipe length laid in trenches floor or wall and similar works complete all as specified and as directed by Engineer-in-Charge.
Note : Necessary earthwork will be measured and paid separately.
550
-
-
M&L for Plain Cement Concrete bed (1:3:6) Type C1 to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in 100/110 mm mm dia pipe including formwork complete all as specified and as directed by Engineer-in-Charge.
550
-
-
S&F 75mm dia PVC (SWR) bend with or without oval access door complete all as specified and as directed by Engineer-in-Charge.
30
-
-
S&F 110mm dia PVC (SWR) bend with or without oval access door complete all as specified and as directed by Engineer-in-Charge.
40
-
-
S & F 110 mm dia PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and as directed by Engineer-in-Charge.
40
-
-
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer-in-Charge.
40
-
-
Demolition of reinforced cement concrete of any description and in any position all as directed by Eng-in-Charge.
5
-
-
Demolition of precast concrete work/ precast concrete block built in cement mortar including all quoins arches pillars etc complete all as specified and as directed by Engineer-in-Charge.
52
-
-
M&L for laying Plain Cement Concrete 1:4:8 Nominal mix type D2 (using 40mm graded aggregate) for sub base in foundation including formwork complete all as specified and as directed by Engineer-in-Charge.
75
-
-
Material and labour for 75mm thick Plain Cement Concrete Nominal mix (1:3:6) type C2 using 40mm graded aggregate as in plinth protection/wearing course including finishing even and smooth without using extra cement, including formwork complete all as specified and as directed by Engineer-in-Charge.
190
-
-
Material and labour for 40mm thick Plain Cement Concrete type B1,1:2:4 (20mm graded aggregate) as in wearing course including formwork complete all as specified and as directed by Engineer-in-Charge.
100
-
-
Material and labour for Plain Cement Concrete (1:3:6) type C2 Nominal mix using 40mm graded aggregate as in surface channels and drain, including formwork complete all as specified and as directed by Engineer-in-Charge.
6
-
-
M&L for extra for forming finished drain or channel 30 to 50 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitered/stopped ends etc complete all as specified and as directed by Engineer-in-Charge.
50
-
-
M&L for TMT bars 10mm dia and over cut to length, bent to shape required including cranking and hooking ends and binding with MS wire (annealed) of dia not less than 0.90mm complete all as specified and as directed by Engineer-in-Charge.
320
-
-
M&L for Mild steel TMT bars 6mm to 8mm dia cut to length bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality complete all as specified and as directed by Engineer-in-Charge.
90
-
-
M&L for Precast concrete cover slab with 1:2:4 type B1 using 20mm graded stone aggregate including cost of use and waste of clean sawn wooden form work but excluding cost of reinforcement complete all as specified and as directed by Engineer-in-Charge.
10
-
-
M& L for Precast cement concrete block masonary using PCC type C-5 soild block exceeding 10 cm in width and settng in cement mortar 1:6 straight or curved on plan exceeding 6m mean radius complete all as specified and as directed by Engineer-in-Charge
52
-
-
Taking down cement plaster on brick or stone wall in any description complete all as specified and as directed by Engineer-in-Charge
250
-
-
M & L for rendering 5 mm thick in cement mortar 1:4 over a backing coat of 10mm thick in CM 1:6(Total 15 mm thick) on concrete or brick masonry surfaces including mixing water proofing compound as per manufacturer's instructions and finishing the top surface even and fair complete all as specified and as directed by Engineer-in-Charge.
Note: Water proofing compound will be measured and paid separately.
250
-
-
Supply only Integral water proofing compound.
45
-
-
M & L for rendering to concrete or block masonry surfaces or surfaces other than fair faces of brick surfaces, 10mm thick in Cement Mortar 1:6, surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
120
-
-
M & L for coloured chequered cement concrete tiles 30 cm x 30cm x 25 mm thick, set and jointed neat cement slurry and pointed with coloured or grey cement match with pigment, over and including 20 mm thick screed bed or bedding layer in CM(1:6) etc complete all as specified and as directed by Engineer-in-Charge.
140
-
-
M & L for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance asper IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives@ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and as directed by Engineer-in-Charge.
250
-
-
M & L for complete removal of existing treatment and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistanceasper IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives@ 1.43 litre/ 10 sqm over and including priming coat of exterior primerapplied @ 0.90 litre/ 10 sqm complete all as specified and as directed by Engineer-in-Charge.
2100
-
-
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