Military Engineer Services Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_677042_1Bid Award Id
ViewTender No
CA NO GE(H)-63/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Demolition of brick/stone masonry built in cement/lime mortar of any mix and stacking serviceable stones aside for reuse & removing unserviceable materials in low laying area, complete, all as directed.
56
-
-
Taking down cement plaster or cement lime plaster on PCC/stone surface/brick surfaces including raking out joints hacking for key scrubbing down with water etc all as directed.
250
-
-
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises.
150
-
-
Removing of localised blockage by cleaning gully trap, floor/Nahani trap, soil waste pipe, WC, chocked rain water pipe etc upto and including 1st manhole and removing sludge water/waste upto 50 metre distance and burring the same in pit complete.
Note :- Blockage belongs to one quarter/building in drain pipes connected to first manhole shall be measured and paid as one unit irrespective to No of connections/cubicals including dewatering of first manhole if required.
3500
-
-
Removing of localised blockage by flushing, rodding, activating sewage system manually or mechnically between adjacent two manhole of sewage line upto 200mm dia pipe and depth of sewage line upto 1.50m deep after first manhole and removing sludge water / waste upto 50 metre distance and burring the same in pit complete.
Note :- One complaint shall be considered on removing blockage between two adjacent manholes.
1750
-
-
Removing of localised blockage by flushing, rodding, activating sewage system manually or mechnically between adjacent two manhole of sewage line upto 200mm dia pipe and depth of sewage line exc 1.50m and upto 3.00m deep after first manhole and removing sludge water / waste upto 50 metre distance and burring the same in pit complete.
Note :- One complaint shall be considered on removing blockage between two adjacent manholes.
980
-
-
Thorough cleaning, of manholes and adjacent line by flushing and activating sewage system and cleaning manually (by rodding to & fro with sewage steel clearing rods) or mechanically with suction machine / Scrappers of sewage line upto with depth not exc 1.5m and getting out solid/sludge/sand/foreign matters etc deposited in lines & sewer of any section, shape, depth and removing the same to a distance exc 250 metre and not exc 500 metre all as directed at site complete.
4100
-
-
Desilting /de-sludging of septic tank, soakage well by removing all sludge (in semi liquid or semi solid state) both organic or inorganic in nature including complete dewatering from septic tank, soakage well by vacuum process closed tankers tractor driven and disposing off sewage water to a distance exceeding 1.5km but not exc 5km and covering the entire sludge and solid with local earth complete..
Note :- (i) The rate quoted includes bailing out sludge water from sump well / soakage well all as directed.
(ii) For payment purpsoe volume of sludge shall be calculated as per the dimensions of sump well / soakage well at site / shown in TD drawing and depth of sludge after bailing out of sl
2250
-
-
Cleaning of underground sewage line of any type and line of dia 150mm and upto 600mm dia pipe including manhole of depth exc 1.5m to 4.50m depth all in working and running condition involving removal of blockages of any kind in man holes or sewage lines by means of mechanical rodding with vibration /drilling concept i.e trolley mounted motorized sewer cleaning machine including desluding descaling & dechoking of line wherever required, flushing the entire stretch with combined high pressure water jetting cum suction (vaccume) type machine suitably fabricated on HCV having facilities of hydraulic application through high pressure thermoplastic, making the stretch clean, functional and removal /deposition of sludge inclusive of solids of any type & sludge water to a distance exceeding 1.5KM but not exc 5KM and covering the entire sludge and solids with local earth complete.
2550
-
-
Demolition and breaking up drain pipes 150mm bore (Salt glazed stone ware, AC or Reinforced concrete) set in cement mortar complete all as specified.
475
-
-
Demolition and breaking up drain pipes 200mm bore (Salt glazed stone ware, AC or Reinforced concrete) set in cement mortar complete all as specified.
290
-
-
Demolition and breaking up drain pipes 300mm bore (Salt glazed stone ware, AC or Reinforced concrete) set in cement mortar complete all as specified.
15
-
-
Material and labour for PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate in bedding to SGSW/RCC drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 150 mm bore pipe all as specified and as directed.
455
-
-
Material and labour for PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate in bedding to SGSW/RCC drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 200 mm bore pipe all as specified and as directed.
280
-
-
Material and labour for PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate in bedding to SGSW/RCC drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 300 mm bore pipe all as specified and as directed.
13
-
-
M&L for 150mm bore reinforced concrete pipe, class NP2, laid and jointed (in CM 1:1) complete with collars all as specified & as directed.
475
-
-
M&L for 200mm bore reinforced concrete pipe, class NP2, laid and jointed (in CM 1:1) complete with collars all as specified & as directed.
280
-
-
M&L for 300mm bore reinforced concrete pipe, class NP2, laid and jointed (in CM 1:1) complete with collars all as specified & as directed.
15
-
-
M&L PCC 1:3:6 type C2 using 40 mm graded stone aggregatea as in foundations, of manhole and mass concrete.
5.5
-
-
M&L cement concrete (1:3:6) type C2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified.
11
-
-
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.
250
-
-
M&L for cutting into existing manholes/Septic tank 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 for 150mm bore pipe
15
-
-
M&L for factory made 60mm thick machine pressed precast cement concrete coloured interlocking paver blocks glossy finish of Grade M-35 conforming to IS 15658-2006 of shape and size as directed with grey cement and pigment laid over & including 25mm thick sand cushioning, joints of blocks filled with dry sand and compacted with mechanical vibrator complete all as specified & directed.
205
-
-
M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. complete, all as directed.
2.5
-
-
M&L for brick work with old size sub-class ‘B’ bricks, straight or curved on plan exc 6.00 metre mean radius, built in cement mortar 1:6 complete all as specified.
22.5
-
-
M&L brick work with subclass 'B' old size bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified.
295
-
-
M&L for Flush pointing to brick walls in cement mortar (1:4) complete all as specified.
25
-
-
M&L for factory made chequered cement concrete coloured tiles, glossy finish, 25cm x 25cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement & pigment, laid over & including 20mm thick screed bed in cement & sand mortar 1:4, complete, all as specified & as directed.
150
-
-
M&L cement concrete (1:3:6) type C1 using 20 mm graded stone aggregate as in coping and like items etc. including necessary form work complete, all as specified & as directed.
2.5
-
-
M & L for rendering 15mm thick in cement mortar 1:4 on faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed.
250
-
-
M&L for preparation of newly plastered surfaces of wall & applying two coats of cement base paint of approved shade/tint on walls over a coat of primer all as specified & as directed.
250
-
-
Supply only water proofing compound (ISI marked).
40
-
-
M&L for PCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in levelling course 25mm thick finished fair & even complete all as specified & as directed.
150
-
-
M&L for 75mm thick PCC (1:4:8) type D2 using 40 mm graded crushed stone aggregate as in sub base, complete all as specified.
355
-
-
S&F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints / solvent cement joints fixed to walls with necessary MS / PVC clamps and necessary screwing complete all as specified.
150
-
-
S&F 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints / solvent cement joints fixed to walls with necessary MS / PVC clamps and necessary screwing complete all as specified.
50
-
-
Supply and fixing 110 mm bore PVC (SWR) bends any radius with access door complete all as specified.
20
-
-
Supply and fixing 75 mm bore PVC (SWR) bends any radius with access door complete all as specified.
15
-
-
S&F in repair MS clamp for rain water pipes including 2 coats of synthetic enamel paint complete all as specified. .
40
-
-
M&L formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exc 200mm thick (Horizontal or sloping) for rough finished flat surfaces of concrete all as specified and directed.
25
-
-
M&L formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete rail ings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizon tal or sloping and similar work exc 5cm but n exc 10cm wide for rough finished flat surfaces of concrete all as specified and directed
45
-
-
M&L for reinforcement TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified.
1150
-
-
M&L reinforced cement concrete (nominal mix) 1:2:4 type B1 using 20mm graded stone aggregate in slabs supported on walls, beams and columns in floors, roofs, shelves and the like.
Note :- Reinforcement & formwork shall be measured and paid for separately.
6
-
-
Excavation in trenches in soft/loose soil n exc 1.50 meter wide and n exc 1.50 meter in depth for foundation of pole, laying cable etc and getting out etc complete all as specified and directed.
250
-
-
Returning, filling in including spreading, leveling, watering and well ramming in layers n exc 25 cm thick etc complete all as specified and directed.
100
-
-
Removing excavated surplus soil to a distance exc 1.50 KM but not exc 5.0KM and depositing where directed at a level not exceeding 1.5 mtr above the starting point etc complete all as specified and directe.
150
-
-
M&L for preparation of old concreted and plastered surfaces of any description over 10cm girth or width not otherwise descrified and & applying one coats of plastic enamel emulsion floors paints of any dark shed as approved by EIC over a coat of primer complete all as specified & as directed.
750
-
-
S&F in repair factory made (SFRC) precasted reinforced cement concrete round manhole cover as required thickness not less than 100mm for heavy duty and dia of manhole cover not less than 630mm, edge of manhole cover locked with 1mm thick MS sheet complete all as specified and directed.
90
-
-
S&F in repair factory made (SFRC) precasted reinforced cement concrete round manhole cover as required thickness not less than 60mm of size 700mm x 550mm, edge of manhole cover to be locked with 1mm thick MS sheet complete all as specified and directed.
145
-
-
S&F in repair factory made (SFRC) precasted reinforced cement concrete round manhole cover as required thickness not less than 60mm of size 900mm x 450mm, edge of manhole cover to be locked with 1mm thick MS sheet complete all as specified and directed.
81
-
-
S&F in repair factory made (SFRC) precasted reinforced cement concrete manhole cover as required thickness not less than 60mm of size 350mm x 350mm, edge of manhole cover to be locked with 1mm thick MS sheet complete all as specified and directed.
164
-
-
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