Military Engineer Services Tender
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Costs
EMD
₹ 84,000Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Supply Of Chemical For Water Supply Installation And Repairs To Stone Masonary Wall/brick Retaining Wall , Sewage Line External Drainage , Septic Tank, Soak Well, Man Holes And Other Allied Works At Age Charduar Under Ge (north) Tezpur
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_MES_692564_1Tender No
GE(N)/TEZ/2024-2025/8987Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://defproc.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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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.
25
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Excavating in trenches not exceeding 1.5 m wide and exceeding 1.5 m but not exceeding 3.0 in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or not exceeding 10 sqm on plan and exceeding 1.5 m but not exceeding 3 m in depth and getting out in soft/ loose soil complete all as specified and as directed.
5
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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.
12.3
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Removing excavated material (soils) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed.
46.7
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Dismantling of damaged RCC Works (Cover Slab of manholes septic Tanks or similar Articles) of any description of and in any Position not otherwise specifically provided for, complete all as specifried and as directed.similar Articles complete all as specified and as directed
3
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M&L pre cast RCC 1:2:4 type B1 as in cover slab of manhole, septic tanks etc and set in cm 1:4 incl dismantling of damaged RCC works complete all as speciied
3
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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.
708.4
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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.
394.8
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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.
75
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M & L for RCC M15 (Nominal Mix) using 12.5 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 complete all as specified and as directed.
3
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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.
15
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Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. complete all as specified and directed.
91.48
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M & L for brick work with sub class 'B' bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4 complete all as specified and as directed.
15
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Material and labour for plastering 15 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 finished even and fair complete all as specified and as directed.
100
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M&L 15mm thick rendering on brick or concrete wall surfaces in cement mortar 1:4, finished even & smooth without using extra cement including mixing of water proofing compound complete in all respect as specified and directed.(Note: Water proofing compound shall be measured and paid under supply only item)
159.2
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Supply only integral water proofing compound complete all as specified and as directed.
15
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Demolition/Breaking up Drain Pipes (Salt Glazed Ware) 150mm Bore (dia), Jointed in Cement Mortar of any description including PCC of Packing and Haunching to Sides of the Pipes with Bed, complete all as specified and as 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.
100
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S&F 75 mm bore PVC (SWR) Soil, Waste and Ventilating Pipe single socket in any length with rubber ring joint fixed to Wall , including Taking down/up unserviceable Pipe, complete all as specified and as directed.
100
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S&F 110 mm bore PVC (SWR) Soil, Waste and Ventilating Pipe single socket in any length with rubber ring joint fixed to Wall , including Taking down/up unserviceable Pipe, complete all as specified and as directed.
150
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S & F PVC (SWR) bends without inspection door (any angle), 75 mm dia conforming to IS 14735: 1999 complete all as specified and directed.
25
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S & F PVC (SWR) bends without inspection door (any angle), 110 mm dia conforming to IS 14735: 1999 complete all as specified and directed.
35
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Cleaning 10 USERS Septic Tank by opening Cover, Pumping out Sewage Water and Taking out accumulated Night Soil, Sludge’s, Brick Bats or any Other Items, (both Solid and Liquid) and removing to a distance exc 50.00 METRE but not exc. 100.00 METRE, and buried under Ground (minimum 300 mm below Ground Level), Sprinkling Bleaching Powder on deposited Sludge’s at Pit including Excavation of Pits, Returning, Filling in and dress-ing of Surplus Soil/Ground to Slope as required, again Spreading Bleaching Powder on Filled Earth and upto 1.00 METRE around the Trenches/Pit not less than 500 GRAMS PER SQUARE METRE, re-fixing the Cover after complete Cleaning of Septic Tank, complete all as specified and as directed.
15
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Cleaning 25 USERS Septic Tank by opening Cover, Pumping out Sewage Water and Taking out accumulated Night Soil, Sludge’s, Brick Bats or any Other Items, (both Solid and Liquid) and removing to a distance exc 50.00 METRE but not exc. 100.00 METRE, and buried under Ground (minimum 300 mm below Ground Level), Sprinkling Bleaching Powder on deposited Sludge’s at Pit including Excavation of Pits, Returning, Filling in and dress-ing of Surplus Soil/Ground to Slope as required, again Spreading Bleaching Powder on Filled Earth and upto 1.00 METRE around the Trenches/Pit not less than 500 GRAMS PER SQUARE METRE, re-fixing the Cover after complete Cleaning of Septic Tank, complete all as specified and as directed.
7
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Cleaning 50 USERS Septic Tank by opening Cover, Pumping out Sewage Water and Taking out accumulated Night Soil, Sludge’s, Brick Bats or any Other Items, (both Solid and Liquid) and removing to a distance exc 50.00 METRE but not exc. 100.00 METRE, and buried under Ground (minimum 300 mm below Ground Level), Sprinkling Bleaching Powder on deposited Sludge’s at Pit including Excavation of Pits, Returning, Filling in and dress-ing of Surplus Soil/Ground to Slope as required, again Spreading Bleaching Powder on Filled Earth and upto 1.00 METRE around the Trenches/Pit not less than 500 GRAMS PER SQUARE METRE, re-fixing the Cover after complete Cleaning of Septic Tank, complete all as specified and as directed.
5
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Cleaning 100 USERS Septic Tank by opening Cover, Pumping out Sewage Water and Taking out accumulated Night Soil, Sludge’s, Brick Bats or any Other Items, (both Solid and Liquid) and removing to a distance exc 50.00 METRE but not exc. 100.00 METRE, and buried under Ground (minimum 300 mm below Ground Level), Sprinkling Bleaching Powder on deposited Sludge’s at Pit including Excavation of Pits, Returning, Filling in and dress-ing of Surplus Soil/Ground to Slope as required, again Spreading Bleaching Powder on Filled Earth and upto 1.00 METRE around the Trenches/Pit not less than 500 GRAMS PER SQUARE METRE, re-fixing the Cover after complete Cleaning of Septic Tank, complete all as specified and as directed.
1
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Cleaning 250 USERS Septic Tank by opening Cover, Pumping out Sewage Water and Taking out accumulated Night Soil, Sludge’s, Brick Bats or any Other Items, (both Solid and Liquid) and removing to a distance exc 50.00 METRE but not exc. 100.00 METRE, and buried under Ground (minimum 300 mm below Ground Level), Sprinkling Bleaching Powder on deposited Sludge’s at Pit including Excavation of Pits, Returning, Filling in and dress-ing of Surplus Soil/Ground to Slope as required, again Spreading Bleaching Powder on Filled Earth and upto 1.00 METRE around the Trenches/Pit not less than 500 GRAMS PER SQUARE METRE, re-fixing the Cover after complete Cleaning of Septic Tank, complete all as specified and as directed.
1
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Cleaning 500 USERS Septic Tank by opening Cover, Pumping out Sewage Water and Taking out accumulated Night Soil, Sludge’s, Brick Bats or any Other Items, (both Solid and Liquid) and removing to a distance exc 50.00 METRE but not exc. 100.00 METRE, and buried under Ground (minimum 300 mm below Ground Level), Sprinkling Bleaching Powder on deposited Sludge’s at Pit including Excavation of Pits, Returning, Filling in and dress-ing of Surplus Soil/Ground to Slope as required, again Spreading Bleaching Powder on Filled Earth and upto 1.00 METRE around the Trenches/Pit not less than 500 GRAMS PER SQUARE METRE, re-fixing the Cover after complete Cleaning of Septic Tank, complete all as specified and as directed.
1
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Cleaning Manhole depth not exc. 0.50 METRE by opening Cover and Taking out accumulated Brick Bats, Garbage, Silts or any Other Items, removing and carrying same to a distance exc. 50.00 METRE but not exc. 100.00 METRE and buried under Ground (minimum 300mm below Ground Level) including Excavation of Pits and Returning, Filling in and Dressing of Surplus Soil Ground to Slope if required, re-fixing the Cover after Cleaning of Manhole, complete all as specified and as directed.
90
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Cleaning Manhole depth exc 0.50 mtr and not exc. 1.00 METRE by opening Cover and Taking out accumulated Brick Bats, Garbage, Silts or any Other Items, removing and carrying same to a distance exc. 50.00 METRE but not exc. 100.00 METRE and buried under Ground (minimum 300mm below Ground Level) including Excavation of Pits and Returning, Filling in and Dressing of Surplus Soil Ground to Slope if required, re-fixing the Cover after Cleaning of Manhole, complete all as specified and as directed.
30
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Cleaning Manhole depth exc 1.00 mtr and not exc. 2.00 METRE by opening Cover and Taking out accumulated Brick Bats, Garbage, Silts or any Other Items, removing and carrying same to a distance exc. 50.00 METRE but not exc. 100.00 METRE and buried under Ground (minimum 300mm below Ground Level) including Excavation of Pits and Returning, Filling in and Dressing of Surplus Soil Ground to Slope if required, re-fixing the Cover after Cleaning of Manhole, complete all as specified and as directed.
30
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Cleaning Manhole depth exc 2.00 mtr and not exc. 3.00 METRE by opening Cover and Taking out accumulated Brick Bats, Garbage, Silts or any Other Items, removing and carrying same to a distance exc. 50.00 METRE but not exc. 100.00 METRE and buried under Ground (minimum 300mm below Ground Level) including Excavation of Pits and Returning, Filling in and Dressing of Surplus Soil Ground to Slope if required, re-fixing the Cover after Cleaning of Manhole, complete all as specified and as directed.
30
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Cleaning Gully Trap (Manhole Type) depth not exc. 0.50 METRE by Opening Cover and Taking Out accumulated Night Soil, Sludges, Brick Bats or any Other Items, removing and carrying same to a distance exc. 50.00 METRE and not exc. 100.00 METRE and buried under Ground (minimum 300mm below Ground Level), re-fixing the Cover after Cleaning of Gully Traps including Excavation of Pits and Returning, Filling in and Dressing of Surplus Soil, Ground to Slope if required, complete all as specified and as directed.
25
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Cleaning Gully Trap (Manhole Type) depth exc. 0.50 Mtr and not exc 1.00 Mtr by Opening Cover and Taking Out accumulated Night Soil, Sludges, Brick Bats or any Other Items, removing and carrying same to a distance exc. 50.00 METRE and not exc. 100.00 METRE and buried under Ground (minimum 300mm below Ground Level), re-fixing the Cover after Cleaning of Gully Traps including Excavation of Pits and Returning, Filling in and Dressing of Surplus Soil, Ground to Slope if required, complete all as specified and as directed.
15
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Cleaning 150/110 mm dia bore sewage line by Roding from Manhole, Septic Tank, Gully Trap etc and well flushing with water , complete all as specified and as directed.
100
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S&F Vitreous China Squatting Pan ‘ORISSA’ Pattern, size 580X440mm White, with ‘P’ or ‘S’ Trap, Integral Foot Rest, providing Joints between Flush Pipe and Socket of WC Pan (excluding Flushing Cistern and Flush Pipe), fixing with and including provision of 150mm thick Lime Concrete Bedding including Taking out unserviceable WC Pan and connected Items, complete all as specified and as directed.
5
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S&F vitreous china wash down water closet Pan (pedestal pattern) white including plastic water closet seat cover, white, closed pattern with flat bottom, and mild steel chromium plated hinging device (exclusive flushing cistern and flush pipe) complete all as specified and directed.
5
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S & F PVC Flushing Cistern 10 LITRE capacity, Low Level Valve Less, Symphonic Action type, White, with Inlet, Ball Valve, Float and Handle including 32mm dia PVC Flush Pipe, a Pair of Cast Iron Brackets duly Painted/ Erecting Stand including Cutting and Pinning in Ends, Making Good Disturbed Surfaces in Cement Mortar 1:3 including Taking down Unser -viceable Flushing Cistern and connected Items, complete all as specified and as directed.
10
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Dismantalling of cement concrete (unreinforced) in ground floors and pavings not exceedings 15 cm thickness (below or above ground level), complete in all respect as specified and directed.
26.84
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M & L for cement concrete M10 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 75 mm thick in sub base for laying tiles, pavings, etc. complete all as specified and as directed.
50
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M & L for cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate as in floor 40 mm thick finished even and fair using extra cement complete all as specified and directed.
25
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S & F wash hand basins, vitreous china of size 550 x400mm(flat back or angle back type), including cutting for and pinning in ends of brackets over new angle iron erecting stand embedded in PCC (1:2:4) block including 32mm dia bore waste fitings cast copper alloy chromium plated with long screwed shanks and flynuts flange and beded in redlead cement, PVC waste pipe including 15mm bore dia fancy type CP finish Pillar tap, cast copper alloy with capstan heads, screwed down high presuure, with or without lettered hot or cold with long screwed shanks and fly nuts, screwed for iron/CPVC pipe/fittings complete all as specified and directed.
10
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Taking down cement plaster on stone/brick/concrete surfaces including racking out joint, hacking for key, scrubbing down with water etc, complete all as specified and as directed.
100
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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.
100
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Dismantling of posts or struts (Wood, Steel or RCC) of any section and size including taking out embeded portion and making good disturbed ground posts embeded in cement concrete, brick work, masonary complete in all respect as specified and directed.
100
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S&F in repair galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to any type if standard rail s straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire staple or steel pins etc. complete in all respect as specified and directed.
2.5
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Dismantling of fencing wire mesh including tie rods, flat iron etc any type, complete in all respect as specified and directed.
250
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Fixing only galvanized steel chain link fence fencing including line wires any mesh, size and type to any type of standards, rails, straining bolts, etc. including provn of binding wire complete all as specified and as directed.
250
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M&L for chain link fencing MS galvanized fencing any size or type fixed to RCC post including securing or tying with GI MS wire stape etc complete all as specified and directed by engr-in-charge.
850
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S & F mild steel screw bolts (machine made), diameter of neck 11 to 15 mm with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 15 cm but not exceeding 22.5 cm long complete all as specified and as directed.
50
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Dismantling of wrought or mild steel work of any description such as in ladder work, bracing/supporting agle iron, roof top MS sheets, railings etc omplete all as spcified and directed
1.5
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S&F of framed work as in guard bars ,grills ,gratings and similar work confirming to FE 290,Gde-E-165 Etc complete all as specified and directed.
50
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Preparation of old painted steel surfaces of any description, over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by Engineer-in-Charge.
25
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Preparation of old steel surface of any description not exceeding 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by Engineer-in-Charge
5
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S & F 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.
40
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S & F 15 mm nominal size, screw down stop valves, cast copper alloy body and body components with crutch handle, bright finished complete all as specified and as directed.
40
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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
15
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M & L for cement concrete in surface channels and drains in M15(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
2
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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.
62
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Excavating over areas not exceeding 1.5 m deep and getting out in soft/ loose soil complete all as specified and as directed.
36
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M & L for cement concrete in foundation, filling and mass concrete in M10(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
6
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M & L for walling (curved on plan to a mean radius exceeding 6 metre) of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar (1:6) complete all as specified and as directed.
72.5
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M&L for providing cement concrete type B-0 (1:2:4)(using 12.5 mm size graded aggregate) in coping set incl weathering, slightly rounded or chamfered angles & thickness complete all as specified and directed.
3.15
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S & F PVC (SWR), type A as per IS 13592: 2013, plain pipes, 75 mm dia, in any length as weep holes fixed to walls complete all as specified and directed by the Engineer- in- charge .
5.33
-
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M & L for hand packing (any thickness) using broken stone or boulders aggregate at back of walls, over arches etc. and raising (or lowering) to the required level complete all as specified and as directed.
6
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Extra over stone walling of lime or sand stone for hammer dressing to face stones and dressing of face beds and joints with maximum depression of face from straight edge held against the dressed surface not exceeding 20 mm, of random rubble walling, uncoursed or brought upto course complete all as specified and directed by Engineer in charge.
40
-
-
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M & L for keyed pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar (1:4) complete all as specified and as directed.
76
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M & L for RCC M25 (Design Mix) using 20 mm nominal size graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.
3.5
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M & L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc.; vertical or to batter for rough finished flat surfaces of concrete complete all as specified and as directed.
10
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S&F of geosynthetic material 75mm dia as in weep holes cover etc complete in all respect as specified and directed.
6.67
-
-
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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed.
46
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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.
20.7
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M & L 75 mm thick plain cement concrete M10(Nominal Mix) using 40 mm nominal size graded stone aggregates finished surface even and fair without using extra cement including necessary expansion joint and filling compound as in plinth protection all as specified and as directed.
126.5
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M & L for cement concrete M15 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 100 mm thick in flooring finished even and smooth without using extra cement complete all as specified and as directed.
103.5
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S & F 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.
80.2
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M&L for pre polished coloured chequered cement concrete tiles made with grey cement and pig-ments of size 20 cm x 20 cm x 25 mm thick, set, jointed and pointed in neat cement slurry over in pavement / footpath Including screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:4 for laying floor finishes complete all as specified and as directed.
126.5
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M&L for coloured machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade with grey cement and pigment as directed.
103.5
-
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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.
3.11
-
-
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M & L for cement concrete in surface channels and drains in M10(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
2.4
-
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M & L for brick work with sub class 'B' bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:6 complete all as specified and as directed.
31.2
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Add or deduct for each 25 mm girth or part thereof over or under 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and as directed.
4
-
-
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Dismantling of cast iron or reinforced concrete drain pipes of size 300 mm jointed in cement mortar and taking out of trenches, if required complete all as specified and directed.
5
-
-
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Supplying and laying reinforced concrete pipes with collars, 300 mm internal diameter, class NP2, laid and jointed with stiff mixture of cement mortar (1:2) complete all as specified and as directed.
5
-
-
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M&L concrete bed to drain pipes 300mm bore of pipe including packing under and completely surrounding pipes with cement concrete 1:3:6 type C2 after they are laid and tested complete all as specified and directed.
5
-
-
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M & L 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.
2.6
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Preparation of newly plastered surfaces on walls and applying two coats of white wash complete all as specified and as directed.
40
-
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M & L for RCC M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 m span complete all as specified and as directed.
1
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M & L for RCC M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and as directed.
0.5
-
-
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M & L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces of concrete complete all as specified and as directed.
10
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-
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M & L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surfaces of concrete complete all as specified and as directed.
10
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