Military Engineer Services Tender
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Costs
EMD
₹ 90,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_670218_1Bid Award Id
ViewTender No
8468/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Description all as per serial item No. 02 here-in-before but depth of line exc 3.0 m and above.
1200
-
-
Cleaning of under ground existing SGSW/RCC/HDPE pipe line of any dia of pipes line and depth exc 3.0 mtr and above including manholes of any size working/running conditions involving removal of blockages of any kind of sewage lines and manholes by means of mechanical including desludging, descaling and dechoking of lines whereever required, flushing the entire stretch with water making the stretch clean and funtional. Removal & depositing any type of sludge/debries to excavated area, spreading necessary Insecticides where sludge is deposited all as specified and directed by Engr in-charge. (Note :- (All sludge/debried should be deposited in nearest pit & cover with sand & necessary disinfection be carried out OR Removing/depositing of sludge/debries not exc 500mtr beyond the periphery of defence land & covering the entire sludge & solids with local earth). Note-Contractor must have Super Sucker Machine and other appropriate machine with suitable staff.
410
-
-
M&L Cleaning S/Well or septic tank 10 users capacity by mechnically, pumping out and removing Sewage Water and accumulated Sludges, etc. to a distance exc. 50 Metre but not exc. 100 Metre and buried into ground, sprinkling bleaching powder to stop foul smell, complete. note : Complain should be attend on daily bases.
60
-
-
Description all as per serial item No. 06 here-in-before but 25 user capacity.
50
-
-
Description all as per serial item No. 06 here-in-before but 50 user capacity.
40
-
-
Description all as per serial item No. 06 here-in-before but 100/150 user capacity.
30
-
-
Cutting into existing manholes for connecting new drains 150mm dia, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, & reforming benching as required
35
-
-
Cutting into existing manholes for connecting new drains 200/250mm dia, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, & reforming benching as required
20
-
-
Cleaning and removing of blockage from Manholes of any size and upto 1.5m depth incl removing the soil, roots or any other materials from the manholes working/running conditions and flushing the entire stretch with water making the stretch clean and functional. Removal & depositing any type of sludge/debries to excavated area, spreading necessary Insecticides where sludge is deposited all as specified and directed by Engr in-charge.
250
-
-
Cleaning and removing of blockage from Manholes of any size and depth exc. 1.5m but n.exc. 3.00m incl removing the soil, roots or any other materials from the manholes working/running conditions and flushing the entire stretch with water making the stretch clean and functional. Removal & depositing any type of sludge/debries to excavated area, spreading necessary Insecticides where sludge is deposited all as specified and directed by Engr in-charge.
22
-
-
M&L for 75 mm dia of outlet PVC (SWR) floor trap, plain with grating including jointing with solvent cement
100
-
-
Demolition concrete of any description and in any position not otherwise specifically provided for cement concrete (unreinforced) complete all as specified and as directed by Engineer-in-Charge.
22.95
-
-
Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins,arches, pillars, etc but excluding ashlar facing, dressed stonework and precast concrete articles complete all as specified and as directed by Engineer-in-Charge.
5.69
-
-
Excavating in trenches, not exc 1.5 mtr wide and n.exc 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc 10 sqm on plan and n.exc 1.5 mtr in depth and getting out in soft/loose soil complete all as specified and directed.
480
-
-
Returning, filling in foundation/trenches including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in soft loose soil complete all as specified and directed by Engineer-in-Charge.
30
-
-
Removing surplus excavated soil/materials to a distance not exceeding 100 Mtr and depositing where directed at a level not exceeding 1.5 Mtr from the starting point, complete all as specified and as directed by Engineer-in-Charge.
450
-
-
Description all as per item No 19 above but exc 1.5m deep & not exc 3.00m deep .
20
-
-
M&L Concrete bed to 100mm dia drain pipes including packing under, & haunching against the sides of pipes after they are laid & tested; in PCC (1:3:6)
50
-
-
M&L Concrete bed to 150mm dia drain pipes including packing under, & haunching against the sides of pipes after they are laid & tested; in PCC (1:3:6)
450
-
-
M&L Concrete bed to 200mm dia drain pipes including packing under, & haunching against the sides of pipes after they are laid & tested; in PCC (1:3:6)
320
-
-
M&L Concrete bed to 300mm ID dia drain pipes including packing under, & haunching against the sides of pipes after they are laid & tested; in PCC (1:3:6)
70
-
-
M&L Concrete bed to 600mm ID dia drain pipes including packing under, & haunching against the sides of pipes after they are laid & tested; in PCC (1:3:6)
25
-
-
Demolition/Breaking up Drain Pipes (SGSW) 100mm bore (dia), Jointed in Cement Mortar of any description including PCC of Packing and Haunching to Sides of the Pipes (except Bed), complete all as specified and as directed.
55
-
-
Description all as per serial item No. 26 above but 150mm internal dia pipe.
455
-
-
Description all as per serial item No. 26 above but 200mm internal dia pipe.
325
-
-
Description all as per serial item No. 26 above but 300mm internal dia pipe.
50
-
-
M&L for DWC(Double wall corrugated) HDPE pipes of size 100mm (ID dia ) confirming to IS -16098 Part-II of strength/stiffness class SN 8 laid in trenches on conrete bed to level/gradient , jointing as per manufacturers instructions including jointing accessories as required complete all as specified as directed by Engr-In-Charge.
50
-
-
M&L for DWC(Double wall corrugated) HDPE pipes of size 150mm (ID dia ) confirming to IS -16098 Part-II of strength/stiffness class SN 8 laid in trenches on conrete bed to level/gradient , jointing as per manufacturers instructions including jointing accessories as required complete all as specified as directed by Engr-In-Charge.
320
-
-
M&L for DWC(Double wall corrugated) HDPE pipes of size 200mm (ID dia ) confirming to IS -16098 Part-II of strength/stiffness class SN 8 laid in trenches on conrete bed to level/gradient , jointing as per manufacturers instructions including jointing accessories as required complete all as specified as directed by Engr-In-Charge.
450
-
-
M&L for DWC(Double wall corrugated) HDPE pipes of size 300mm (ID dia ) confirming to IS -16098 Part-II of strength/stiffness class SN 8 laid in trenches on conrete bed to level/gradient , jointing as per manufacturers instructions including jointing accessories as required complete all as specified as directed by Engr-In-Charge.
50
-
-
M&L for plain cement concrete 1:4:8, type D 2 as in foundations, and mass concrete over rammed earth.
17.67
-
-
M&L Brick work with sub class 'B' bricks straight of curved on plan exc 6m mean radius built in CM 1:6 including flush pointing with same mortar as the work proceed complete as specified.
52
-
-
Labour only for brick work with sub class ’B’ brick (For raising man holes)straight or curved on plan exceeding 6 mtr mean radius built in cement mortar 1 :4 complete all as specified and directed by Engr-in Charge. (Bricks shall be used obtained from ser Item No 2 here in before).
2
-
-
M&L 15 mm thick rendering in cement mortor 1:4 with water proofing compound (2% by weight of cement)finished even and smooth without using extra cement on fair faces of brick work or concrete surfaces.
(Note- WPC shall be measured and paid separetely)
350
-
-
Supply only water proofing compound.
64.96
-
-
Material and labour for preparation of new plastered surfaces and applying two coats of white wash on wall, complete all as specified.
230
-
-
M&L for pre-cast cement concrete 1:2:4 type B1 (using 20mm graded aggregate) as in man hole cover, with plain fair faces including chamfers, weathering throttling etc and set in cement mortor (1:4) complete with joint to match including necessary form work complete all as specified and as directed by Engr-in-Charge
5.94
-
-
S&F mild steel TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips.
1782
-
-
M&L PCC in surface channels,benching in sewers,drains etc type B1 (1:2:4) using 20 mm graded stone aggregate
9.5
-
-
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 specified and directed.
56
-
-
S&F mild steel rungs as in steps of manhole confirming to Fe -290 GDE E- 165 complete all as specified and as directed.
20
-
-
M&L Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand;
120
-
-
Material and labour 75mm thick cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in floor,plinth , finishing cement concrete surface complete laid in alternate bays, making impressions of expended metal while the concrete is green all as specified and directed by Engr-in-charge.
90
-
-
S&F in repair PVC (SWR) 75mm bore (dia) soil, waste and ventilating pipe, single socketed in any length with rubber ring joints with and including all necessary fittings such as bend, tee, junctions, traps etc fixed to walls, complete.
60
-
-
Supply and fixing in repair 110mm dia PVC, soil waste drain pipe, type 'B' confirming to IS 13592-1992, single socketed, in any length with rubber rings joints or jointed with solvent cement joint, laid in trenches or in floors complete all as specified and directed (Note- Rubber rings for pipes and fittings shall be confirm to IS 5382- 1985).
83
-
-
M & L providing cement concrete (1:2:4) type B1 (20 mm graded aggregate ) in lintels upto 1.5 m clear span , cills, steps; seimic and other similar bands , plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, copings, benching, kneelers, apex stones, bed plates,water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work complete all as specified and directed.
9.9
-
-
M&L reinforced cement concrete pipes class NP3 300 mm bore laid in trenches at any depth including jointing with collars and testing complete all as specified.
26
-
-
M&L reinforced cement concrete pipes class NP3 600 mm bore laid in trenches at any depth including jointing with collars and testing complete all as specified.
25
-
-
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