Military Engineer Services Tender
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Military Engineer Services - MES Tender
Solid Waste Management
Eprocure
Opening Date9 Nov 2024
Closing Date7 Dec 2024
Tender Amount₹ 35,00,000
Costs
EMD
₹ 70,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_683213_1Bid Award Id
ViewTender No
GE (AF) BR/CHK/T-50 OF 2024-25 8982/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
GENERAL PAGES, SCH OF CREDIT, SPECIAL CONDITIONS AND PARTICULAR SPECIFICATION
BOQ Items
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Cleaning of the chocked/blocked manholes/Gully trap/Nahani Trap/Floor trap, not exceeding 1.5 m depth, mechanically by Jet Machine or any mechanical means opening the covers, removing liquid/sludge mixed liquid under any position including foul condition and cleaning the inlets and outlets etc with water, placing the cover back in position and dispoing off the same in sealed container on same day, out side of MD land complete all as specified and directed.
950
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All as per item No 4 here-in-before but exceeding 1.5 m and not exceeding 3 m depth.
300
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All as per item No 4 here-in-before but exceeding 3.00 m and not exceeding 4.5 m depth.
150
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Material and labour for pumping out the rain/waste water, sewage waste from sewage line out side the defence area incl provision of pumping etc with diesel engine of 10 HP and one skilled operator incl necessary T&P and accessories etc complete all as specified and as directed by Engr-in-Charge
70
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M&L Dewatering Sewage Water and Taking out accumulated Night Soils, Sludges, Brick Bats or any other Materials from septic tank mechanically by HCV Mounted Suction Discharge Machine having Blow Back Facility with Sludge Tank (minimum 2000 Litre capacity) from MANHOLES, SEPTIC TANKS, etc., (Depth not exc. 1.50 METRE) as required to keep Complete Sewage System Functional and To avoid any Over Flowing including Removal and Dispossed off pumped out Sewage Water, Sludges in any form or any other Materials, etc. to Outside of Defence Land to a distance exc. 500 METRE and not exc. 1.00 KM and burried Under Ground (minimum 45 Cm covered with Soils, Sprinkling Bleaching Powder @ 0.50 Kg/Sqm on deposited Sludges at Earth Pit as ordered by JE and/or Engineer-in-Charge so as to keep the Whole Station Area Pollution Free, complete all as specified and as directed.
NOTE :-
(a) The Item is Measurable/Operative only ONCE during the entire Contract Period. Any additional Cleaning if rquired, Contractor will Cleaning the same without any Extra Cost to the Department.
(b) Each Trip of Tanker to be taken Outside of MD Land in presence of JE in-Charge.
(c) Cost of Bleaching Powder, Bamboo Matting, all necessary Earth Works, any other Materials and T&P, etc. as required for Cleaning and Removal will deem to be included in the QUOTED UNIT RATE.
50
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M&L Dewatering Sewage Water and Taking out accumulated Night Soils, Sludges, Brick Bats or any other Materials from septic tank mechanically by HCV Mounted Suction Discharge Machine having Blow Back Facility with Sludge Tank (minimum 2000 Litre capacity) from MANHOLES, SEPTIC TANKS, etc., (Depth exc. 1.50 METRE but not exc. 3.00 METRE) as required to keep Complete Sewage System Functional and To avoid any Over Flowing including Removal and Dispossed off pumped out Sewage Water, Sludges in any form or any other Materials, etc. to Outside of Defence Land to a distance exc. 500 METRE and not exc. 1.00 KM and burried Under Ground (minimum 45 Cm covered with Soils over Two layers of Bamboo Matting without maintaining gap), Sprinkling Bleaching Powder @ 0.50 Kg/Sqm on deposited Sludges at Earth Pit as ordered by JE and/or Engineer-in-Charge so as to keep the Whole Station Area Pollution Free, complete all as specified and as directed.
NOTE :-
(a) The Item is Measurable/Operative only ONCE during the entire Contract Period. Any additional Cleaning if rquired, Contractor will Cleaning the same without any Extra Cost to the Department.
(b) Each Trip of Tanker to be taken Outside of MD Land in presence of JE in-Charge.
(c) Cost of Bleaching Powder, Bamboo Matting, all necessary Earth Works, any other Materials and T&P, etc. as required for Cleaning and Removal will deem to be included in the QUOTED UNIT RATE.
50
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Demolition or breaking up drain pipes 300 mm internal dia of bore (salt glazed ware AC or reinforced concrete) set in cement mortar including breaking and removal of bedding and hunching complete.
66.2
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-ditto as as per item No-10 here-in-before but 200 mm internal dia of bore
150
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-ditto as as per item No-10 here-in-before but 150 mm internal dia of bore
250
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M&L cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in bed to drain pipes of 300mm bore including packing under and haunching against the sides of pipes after they are laid and tested as specified.
63.9
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-ditto as as per item No-13 here-in-before but 200 mm internal dia of bore
147.7
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-ditto as as per item No-13 here-in-before but 150 mm internal dia of bore
247.7
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M&L for Reinforced concrete pipes of dia 300mm class NP3, laid and jointed complete with collars
66.2
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-ditto as as per item No-16 here-in-before but 200 mm internal dia of bore
150
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-ditto as as per item No-16 here-in-before but 150 mm internal dia of bore
250
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Demolition of brick work masonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and directed.
50
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M & L for Brick work with sub class ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed.
45
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All as per item No 20 above but except bricks complete all as specified and directed.
5
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M&L plain cement cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in coping including necessary form work complete all as specified and directed.
1
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Taking down cement plaster on Brick or Stone walls etc including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed.
150
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M & L rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement plaster 1:6, finished even and smooth without using extra cement complete all as specified and directed.
450
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Demolition of reinforced cement concrete of any descrption and in any position not otherwise specially provided for complete all as specified and directed.
12
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M&L precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in cover slab/drain cover etc or any other similar work set in CM 1:6 including necessary form work complete all as specified and directed.
12
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M&L for mild steel TMT bars 8mm dia and over, cut to length, bent to shape required, including cranking bending spirally for lintels and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, all as specified.
600
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M&L for earth work in excavation of all kind of soil by mechanical means (Hydraulical excavator)/manualy in foundation trenches or drains/laying of sewage pipe or similar work (not exceeding 1.5 in depth and width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5mtr complete all as specified and directed.
350
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All as per item No 28 here-in-before but exc 1.5 depth and nexc 3.00 m depth.
50
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All as per item No 28 here-in-before but exc 3 depth and nexc 4.500 m depth.
20
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M&L for demolition of PCC of any descrioption (unreinforced) and in any position not otherwise provided for
14.5
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M&L for PCC 1:4:8 type D-2 as in base or foundation filling and mass concrete complete as specified and directed.
5
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M&L PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as surfaces channel and drains complete all as specified and directed.
1
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M & L 75 mm thick cement concrete type C-2, 1:3:6 mix, (20 mm graded aggregate) as in plinth protection, including finishing even & smooth without using extra cement, complete all as specified and directed.
110
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Extra for forming fair finished drain or channel up to 45mm inner girth in cement concrete, using extra cement including forms, moulds,/stopped ends etc.
20
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Cutting into existing manholes for connecting new drain of 150 mm dia and over, making good to pipes and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1, smooth finished, and reforming benching as required, complete all as specified and as directed.
20
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Dismantling of cast iron drain pipes 100 mm dia, jointed in cement mortar and taking out of trenches, if required, complete all as specified and as directed.
135
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Dismantling of cast iron drain pipes 75 mm dia, jointed in cement mortar and taking out of trenches, if required, complete all as specified and as directed.
80
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S&F cast iron soil, sand cast pipes of 100 mm dia waste and vent pipes in any length with or without ears, with cement joints, fixed to walls complete all as specified and directed.
135
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All as per item No 39 above but 75 mm dia complete all as specified and directed.
130
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S&F 75 mm bore, cast iron bends any radius complete all as specified and directed.
5
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S&F 100 mm bore, cast iron bends any radius complete all as specified and directed.
5
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S&F in repairs PVC (SWR) pipe, 110 mm dia, single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed.
50
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All as per item No 43 here-in-befor but 75 mm dia.
50
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S&F PVC (SWR) bends 110 mm dia.
10
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All as per item No 45 but 75 mm dia.
10
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Demolition Plain Cement Concrete (Un-reinforced) in ground floors or pavings not exc. 15mm thickness (Below or above Ground level) complete all as specified and directed.
97.2
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M & L for 75 mm thick cement concrete type D-2 (1:4:8) using 40mm graded aggregate as in sub base to floor finished rough to receive finishe complete all as specified and as directed by the Engineer-in-Charge
720
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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 complete all as specified and as directed.
720
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M&L for plain cement concrete type B1 (1:2:4) (using 20 mm graded stone aggregate) around the interlocking tiles/benching and haunching complete all as specified and directed.
4
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Dismantling asbestos cement (corrugated, semi-corrugated, etc) sheets in roof coverings complete all as directed.
795
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Dismantling timber scantling, unframed, 40 sq cm and over in section in any position complete all as specified and directed.
2
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M&L for rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to comman rafters and running rails and guided for sliding doors, frame work for chajjas/rain gaurd, fixed with angle cleats or other connecting plaste including cutting, welding etc Fe-410-W (Gde-E-250) quality 'A' complete all as specified and directed.
900
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M &L Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa, AZ 150 as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
750
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M & L Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa AZ 150 as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
45
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Material and labour for preparation of newly or previously untreated steel or iron surfaces and applying two coats of synthetic enamel paint over a coat of red-oxide primer complete all as specified and directed.
30
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Returning filling in including spreading, leveling, watering and well ramming in layers not exceeding 25cm complete all as specified and directed.
190
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Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point and disposing the soil in low lying area complete all as diected by Engr-in- Charge.
230
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S&F in repairs Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof for 100 mm bore pipe complete all as specified and directed.
25
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Dismantling of mild steel work of any description not otherwise provided for etc. complete all as specified and directed.
2
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S&F chain link fencing of 4mm dia galvanised steel wire chain link fencing of 100x100 mm mesh, made up into mattresses or cage, lapped wired and laid in position incl taking down old one/existing and closing properly in rolls etc complete all as specified and directed.
350
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S & F mild steel work as in gate, post,struts & Flat Iron for supporting in fencing including cutting top to shape as desired, drilling holes, notching of wire etc. complete all as specified and directed.
330
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Excavation in post holes each not exceeding 0.50 Cum, getting out, returning filling, in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm in soft/loose soil including taking down existing Fencing Posts or similar work etc complete all as specified and directed.
38
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M & L for mild steel round bars 10 mm dia and over cut to length bent to shape as required horizontally woven in chain link fencing complete all as specified and directed.
120
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S & F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed at the another end and fitted with washer and one hexagonal or square nut 5 to 10 mm dia, exceeding 10 cm but not exceeding 15 cm long complete all as specified and directed.
10
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Note for Item No 1 to 65:- (a) The contractor shall be employee adequate numbers of of tradesman/labour for timely completion of the complaint as per time frame given below :-(i) Priority-I : Complaints pertains to blockage of WC/EWC upto first manhole and blockage Kitchen Traps/WHB Floor traps etc will be attended on priority-I and the same will be completed within 4 to 8 hrs. (ii) Priority-II : Complaints pertains to major leakage of sewage water and blockage of sewage upto first manhole, placing of manhole cover after cleaning, will be attended on priority-II and the same will be completed within 24 hrs. iii) Priority-III : Complaints pertains to renewal/replacement of sewage line/gutters will be attended on priority-III and the same will be completed within one week. (iv) Contractor or his supervisor shall collect the complaint/job card from JE concerned between 0900 hrs to 1000 hrs on all working days and deposited the same after completion of job duly signed by user/occupants on next day.(v) Summary of complaints will prepared by the contractor and put up to Engineer-in-Charge last date of every month. (vi) If contractor shall not attend the complaint as per time frame given in Para (i) to (iii), Rs 50/- per complaint per hour per day for Seial No (ii) & (iii) above will be recovered from the RAR/Final bill.
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