Military Engineer Services Tender
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Military Engineer Services - MES Tender
Eprocure
Opening Date10 May 2019
Closing Date14 Jun 2019
Tender Amount₹ 16,14,244
Costs
EMD
₹ 40,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_MES_251375_1Bid Award Id
ViewTender No
GE 861 EWS-09/2019-20Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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S&F MS bolts n exc 12 mm dia purpose made with hexagonal or square head one end and screwed the other, or screwed both ends each screwed end to be fitted with washers and one hexagonal or square nut exc 30 cm long complete all as specified and directed.
10
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S&F MS Section (Swan angle shape ) flat, Angle, round for hand rails Tie bare post and struts in fencing including cutting tops to shape as directed, drilled holes, notching for wire, etc flat iron fillets (for securing wire mesh) conforming to Fe-290 Gde E-165 complete all as specified and directed.
100
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M&L preparation of new or previously untreated steel surface any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified.
35
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S&F in repair Galvanized 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type or standard rails straining balte, including securing or tying at crossing with provision of Galvanised mils steel wire staple pine etc as directed (each line wire to be measured) complete all as specified and directed.
10
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Demolition of brick work or stone boulder masonry built in CM incl all quoins arches pillar etc but excluding ashlars facing dressed stone work and precast concrete articles complete all as specified and directed.
40
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M&L PCC 1:4:8 type D2 (40 mm graded aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
12
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M&L walling of random rubble uncoursed well bedded and solidly hearted and built in CM 1:6 complete all as specified and directed by Engr-in-Charge.
7
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M&L walling of random rubble uncoursed well bedded and solidly hearted and built in CM 1:6 but except stone complete all as specified and directed by Engr-in-Charge.
2
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M&L Brick work built in cement mortar built in cement mortar in cm 1:6 complete all as specified and directed.
25
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M&L Brick work built in cement mortar built in cement mortar in cm 1:4 But except brick ( old brick obtained from demolition to be used) complete all as specified and directed.
6
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M&L PCC 1:3:6 type C-2(40mm graded aggregate) as in surface channel and drains all as specified.
2.25
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M&L for PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in channels and benching of manholes and drains including slightly rounded or chamfered angles complete all as specified & directed
1
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M&L for 40mm thick plain cement concrete (1:2:4), type B1(using 20mm graded stone aggregate) as in flooring, finished even and smooth without using extra cement complete all as specified and directed.
50
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Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement, including forms, moulds, mitered/stopped ends etc complete all as specified and directed by Engr-in-Charge.
50
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M&L Rendering 15mm thick in CM 1:4 on other than fair faces of stone masonry finished even and smooth w/o using extra cement complete all as specified and directed by Engr-in-Charge.
60
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M&L for providing PCC 1:2:4 type B1 using 20 mm graded stone aggregate in coping, filling, channels in MH including form work complete
2
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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.
200
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M&L Rendering 15 mm thick Plaster on Brick or concrete Surface in cement mortar 1:4 finished even and smooth with using extra cement complete all as specified and directed
300
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Demolition of cement concrete (uncoursed) conc. in ground floors and paving n. exc 15 cm thick complete all as specified and directed.
35.62
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M&L 75 mm thick PCC 1:3:6 Type C-2 (40 mm graded aggregate) as in sub-floor, sub-base, floor and paving's, etc. complete all as specified and directed.
40
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M&L for 25mm thick plain cement concrete (1:2:4), type B0(using 12.50mm graded stone aggregate) as in flooring, finished even and smooth without using extra cement complete all as specified and directed.
15
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M & L for PCC (1:2:4) type B-1, (using 20 mm graded stone aggregate) as in coping/Kerb plinth course etc including use and waste of form work and finishing the surface smooth complete all as specified and directed.
1
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M&L for precast interlocking paver blocks glossy finish with any shape and size conforming to 15658-2006, 60mm thick M-35 grade with grey cement and pigment laid over & including 50mm thick stone dust/grit complete all as specified and as directed
20
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S&F chequered tiles 250mmx250mmx20mm of approved size and finish, set & jointed in neat cement slurry and pointed in grey cement to match the shade of tiles as in floor including 15mm thick screed bed in CM 1:4 complete all as specified and directed.
20
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S&F Non skid ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, as in floors set and jointed in neat cement slurry and pointed in coloured cement to match the coloured tiles15mm thick screed bed or bedding layer CM 1:4 for laying finishes, complete all as specified as directed by Engr-in- Charge and approved by GE.
55
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Cleaning of Septic tanks including inlet and outlet chamber ie taking out sludge/mud/debris and any other organic material from septic tanks of any size and depth, after plugging the incoming sewage line and depositing not less than 100 meter away from site of cleaning and covering the deposited sludge with minimum 25 Cm thick layer of earth, all as spd and directed by Engr-in-Charge (All work to be carried out under foul condition)
8
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Clearing / Cleaning of sewage lines / drain pipes, including man holes, 200 mm bore laid to any slope or gradient, any depth with manual or mechanical method, removing and depositing the sludge not less than 100 meter away from the site of clearing and covering the sludge with layer of 25mm thick layer of earth all as spd and directed by the Engr-in-charge (All works to be carried out under foul condition)
500
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Clearing / Cleaning of sewage lines / drain pipes, including man holes, 150 mm bore laid to any slope or gradient, any depth with manual of mechanical method, removing and depositing the sludge not less than 100 meter away from the site of clearing and covering the sludge with layer of 25mm thick layer of earth all as spd and directed by the Engr-in-charge (All works to be carried out under foul condition)
4000
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Clearing / Cleaning of sewage lines / drain pipes, including man holes, 100 mm bore laid to any slope or gradient, any depth with manual of mechanical method, removing and depositing the sludge not less than 100 meter away from the site of clearing and covering the sludge with layer of 25mm thick layer of earth all as spd and directed by the Engr-in-charge (All works to be carried out under foul condition)
3900
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Cleaning of blocked WC including and up to first manhole with manual labour and well flushing with clear water and making the seat functional including depositing the sludge 100 mtr away in pit (including digging of pit)
1000
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Cleaning blocked nahani/floor gully trap up to first manhole with manual labour and well flushing with clear water including depositing the sludge 100 mtr way in pit (including digging of pit)
2155
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Demolition of Cement concrete (reinforcement) of any description and in any position not otherwise specially provide for all as specified and directed by Engr-in-charge
14
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M&L RCC type A1 1:11/2:3 (20 mm graded aggregate) as in slab supported on walls, beams ad columns in floors, roofs landings balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
3
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Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 20 mm thick (horizontal or sloping) complete all as specified and directed.
110
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M&L for Precast cement concrete (1:2:4), type B1 (using 20mm graded stone aggregate) as in manholes cover, landing, chajjas, water throughs, shelves and similar articles with plain faces set in CM (1:4) including necessary formwork complete all as specified & directed.
11
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Mild steel bars TMT 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
680
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S&F MS TMT Bars of 5 mm dia and over up to 10 mm dia in stirrups, spacers and binders, cut to length bent to shape required including cranking, binding spirally for hooping for columns hooking ends and binding with and including MS wire annealed not less than 0.9 mm dia or securing with clip all as specified.
650
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Excavation in trenches n exc 1.5 mtr wide and n exc 1.5 mtr deep and getting out in any type of soil. complete all as specified as directed by Engr-in -Charge.
85.5
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Returning filling in excavated approved earth in layer n-exc 25 CM thick each layer incl spreading leveling watering and ramming complete all as specified as directed by Engr-in -Charge.
33
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Removal of surplus soil to a distance n-exc 50 m and depositing where directed at a level n exc 1.5 mtr the starting point. complete all as specified as directed by Engr-in -Charge.
52.5
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Cutting into existing manholes for connecting new holes making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, of 100mm internal dia.
7
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Cutting into existing manholes for connecting new holes making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, of 150mm internal dia.
30
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Puncturing existing SWG pipe line of any dia at any place between manholes for clearing blockage in pipes including necessary excavation, returning filling in and removing surplus soil and making good punctured area with CM (1:1) complete all as specified and directed.
10
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Demolition and breaking up drain pipes (SGSW, AC or RCC pipes) set in CM 100mm bore including PCC complete all as specified as directed by Engr-in -Charge.
250
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M&L for 100 mm internal dia SGSW drain pipe grade 'A' laid in trenches on concrete bed , jointed in neat cement slurry, testing including necessary extra joints, waste & cutting etc. Note :- Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water is the responsibility of contractor and the rate for the same is seems to be included in the contract)
250
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M& L concrete bed to drain pipe in cement pipes in cement concrete 1:3:6 type C2 incl packing and hunching against the sides of pipes after they are laid and tested 100mm bore. complete all as specified as directed by Engr-in -Charge.
250
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Demolition and breaking up drain pipes (SGSW, AC or RCC pipes) set in CM 150mm bore including PCC complete all as specified as directed by Engr-in -Charge.
180
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M&L RCC pipes class NP-2 with socketed ends laid and jointed complete of 150mm bore. Note :- Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water is the responsibility of contractor and the rate for the same is seems to be included in the contract)
130
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M&L for 150 mm internal dia SGSW drain pipe grade 'A' laid in trenches on concrete bed or directly ,jointed in neat cement slurry, testing including necessary extra joints, waste & cutting etc. Note :- Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water is the responsibility of contractor and the rate for the same is seems to be included in the contract)
100
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M& L concrete bed to drain pipe in cement pipes in cement concrete 1:3:6 type C2 incl packing and hunching against the sides of pipes after they are laid and tested 150mm bore. complete all as specified as directed by Engr-in -Charge.
195
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Demolition and breaking up drain pipes (SGSW, AC or RCC pipes) set in CM 200mm bore including PCC complete all as specified as directed by Engr-in -Charge.
130
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M&L RCC pipes class NP-2 with socketed ends laid and jointed complete of 200mm bore. Note :- Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water is the responsibility of contractor and the rate for the same is seems to be included in the contract)
80
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M&L for 200 mm internal dia SGSW drain pipe grade 'A' laid in trenches on concrete bed or directly , jointed in neat cement slurry, testing including necessary extra joints, waste & cutting etc. Note :- Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water is the responsibility of contractor and the rate for the same is seems to be included in the contract)
50
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M& L concrete bed to drain pipe in cement pipes in cement concrete 1:3:6 type C2 incl packing and hunching against the sides of pipes after they are laid and tested 200mm bore. complete all as specified as directed by Engr-in -Charge.
125
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M&L for 50 mm thick cement concrete (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in plinth protection and hard standings, surface finished even and smooth without using extra cement, laid in panels n exc 3 M long and filling joints with the mixture of bitumen and sand in the proportion(1:3) by weight, complete all as specified & directed.
25
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Opening cover and Bailing out/dewatering foul water from septic tanks and soakage wells of any site and depth by manually or by any mechanical means distance not less than 100 meter away from site in such a manner as to preclude the possibility of water through any structure. Disposal of water not to cause inconvenience/nuisance in the area or to cause damage to the property structure near by and spread earth to cover bailed water complete all as specified and directed by Engr-in-Charge. (All work to be carried out under foul condition)
500
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Opening cover and cleaning of septic tanks properly by taking out night soil, sludge, etc from septic tank of any capacity and removing and carrying the same to a distance exc 100 m and n. exc 200 m, buried underground (minimum 30 cm below ground level) including necessary excavation and earthwork in soft/loose soil for pits, returning, filling in including sprinkling bleaching powder @ not less than 0.50 Kg/Sqm and dressing of surplus soil around to slope as required including refixing the cover in position all complete as specified and directed. (All work to be carried out under foul condition)
300
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S&F in repair 40 to 50mm thick sand stone slabs in manholes cover of required size, set and pointed in cement mortar (1:4) complete all as specified and directed.
30
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Dismantling PCC paver block/tiles, dry laid, of any thickness and re-laying in same position with same specification complete all as specified and directed.
20
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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing from site and rubbish off the premises.
40
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Taking up or down carefully steel tubing and connections including cleaning for refixing complete all as specified and directed of following sizes :- (a) 15mm bore
50
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(b) 20mm bore
25
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S&F GI tubing tubes "medium grade" galvanized with all fittings and fixed complete to walls and ceiling or laid in floors etc complete all as specified and directed of the following sizes :- (a) 15mm bore
40
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(b) 20mm bore
20
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Refixing of old unserviceable steel tubing and connections in new or old unserviceable position (wall/floor/ceiling etc) complete all as specified & directed of sizes :- (a) 15mm bore
10
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(b) 20mm bore
5
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S&F in repair PVC (SWR) 110 mm bore pipes single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed.
250
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S&F in repair PVC (SWR) 75 mm bore pipes single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed.
175
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S&F in repair PVC (SWR) 75 mm bore pipes single socketed, in any length with rubber ring joints fixed to wall complete all as specified and directed.
10
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S&F in repairs PVC (SWR) bends any radius for 110mm PVC pipes with oval access door, complete all as specified & directed.
30
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S&F in repairs PVC (SWR) bends with oval access door, 75mm dia (any radius) complete all as specified and directed.
10
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S&F in repairs PVC SWR single junction (equal or unequal) 110mm dia, ordinary or inverted, with spigot or socket branch with oval access door complete all as specified & directed.
30
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S&F in repairs PVC SWR single junction (equal or unequal) 75mm dia, ordinary or inverted, with spigot or socket branch with oval access door complete all as specified & directed.
10
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S&F in repair PVC (SWR) reducers 110 mm bore complete all as specified and directed.
10
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S&F in repair PVC (SWR) vent cowl 110 mm bore complete all as specified and directed.
10
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S&F in repair PVC (SWR) vent cowl 75 mm bore complete all as specified and directed.
10
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S&F PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement.
10
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S&F in repair Grating doom 100mm dia of PTMT (Minimum weight 25gms)
50
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S&F in repair 75 mm dia PVC floor trap with grating including jointing to waste pipe, fixed in cement concrete (1:2:4) type B-1 (using 20 mm graded stone aggregate) complete all as specified & directed
15
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S & F in repair 40 mm dia low density polyethylene pipes (LDPE) with fitting of pressure ratting 6 Kg / Sqcm fixed to wall / ceiling or in floors complete all as specified and directed.
15
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S&F in repairs vitreous china water closet squatting, Orissa pattern, white, size 580 x 440mm with integral foot rest with cast iron P or S trap including 32mm dia polyethylene flush pipe compete all as specified including provn of lime concrete bedding and connecting to outlet and flush pipe complete all as specified and directed. Make :- CERA (1st quality) / Hindware
10
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S& F in repairs vitreous china wash down water closet pan pedestal pattern, white, (excluding flushing cistern and flush pipe) and connected to trap and flush pipe complete all as specified and directed. Make :- CERA (1st quality)/ Hindware
5
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S&F in repair PVC low level flushing cistern (white 10 Ltr capacity with internal fitting push button operated type with and including bracket, PVC flush pipe etc complete all as specified and directed.
29
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S&F in repairs Flush pipe of polyethylene of low or high density or PVC. 32 mm dia, for low level cistern incl all joints.
50
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S&F in repairs Vitreous China Urinal, Half stall type, white (excluding flushing cistern, flush pipe and waste pipe)
2
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S & F in repairs, vitreous china bowl urinal, white, flat back, size of 465x355x265mm, with grating & union for discharge pipe, complete including. providing & fixing plugs, bedding urinal against wall in CM 1:2 securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement etc all as directed.
4
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