Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date5 Sep 2024
Closing Date7 Oct 2024
Tender Amount₹ 38,83,000
Costs
EMD
₹ 77,660Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_671214_1Tender No
GE(MCTE)/MHOW/48(T) OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m deep for foundation etc or shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed.
670
-
-
Excavation over areas, n exc 1.5m deep and getting out in any type of soil complete all as specified and directed
12
-
-
Excavation over areas exceeding 1.5m deep and not exceeding 3.00 m deep and getting out in any type of soil
8
-
-
Returning, filling in including spreading, levelling, watering and well ramming in layers n.exc 25 cm, in any type of soil complete all as specified and directed.
360
-
-
Removing excavated soil to a distance n exc 50M & depositing where directed at a level n exc 1.50 M above the starting point complete all as specified & directed.
330
-
-
Demolition/ breaking up damaged SGSW/ DWCPE SN-8 pipe of any position of internal dia of pipe 150mm including demolition of PCC, and removing dismantled material at a distance n exc 50 m all as directed.
150
-
-
Demolition/ breaking up damaged SGSW/ DWCPE SN-8 pipe of any position of internal dia of pipe 200/ 225mm including demolition of PCC, and removing dismantled material at a distance n exc 50 m all as directed.
830
-
-
M &L for concrete bed PCC 1:3:6 type C-2 using 40mm graded stone aggregate to drain pipe 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested including removal of debris outside MD land all as specified and directed.
Note:- Thickness of bed below the barrel of pipe 10cm for pipe 100mm and 150mm dia, 15 cm for 200mm dia & over
150
-
-
M &L for concrete bed PCC 1:3:6 type C-2 using 40mm graded stone aggregate to drain pipe 200/ 225mm bore including packing under and haunching against the sides of pipes after they are laid and tested including removal of debris outside MD land all as specified and directed.
Note:- Thickness of bed below the barrel of pipe 10cm for pipe 100mm and 150mm dia, 15 cm for 200mm dia & over
830
-
-
M&L for 150 ID/170 OD MM dia DWCPE SN-8 pipes premium quality single socketed in length with joints laid in trenches or in floors including all necessary fitting, joints etc, all as specified and directed complete all as specified and directed. Make : ISI marked approved.
150
-
-
M&L for 200 ID/170 OD MM dia DWCPE SN-8 pipes premium quality single socketed in length with joints laid in trenches or in floors including all necessary fitting, joints etc, all as specified and directed complete all as specified and directed. Make : ISI marked approved.
620
-
-
Supplying and laying salt glazed stone ware drain pipe grade A 200mm bore laid on concrete bed and jointed in neat cement slurry, testing including necessary extra joints, waste & cutting complete all as specified and directed
210
-
-
M&L for modular size kiln well burnt sub-class 'B' bricks, exc 6m in mean radius, built in CM (1:6), complete all as specified and directed.
230
-
-
M&L for brick work with modular size kiln well burnt sub-class 'B' bricks, straight or curved on plan to any radius in half brick thick wall built in CM 1:4
60
-
-
M&L for Precast RCC (1:2:4), type B1 (using 20mm graded stone aggregate) as in manholes cover slab (including necessary formwork) with two handles of mild steel round bar 10/12mm dia, made to shape, set in CM (1:4), including demolition of existing cover slab complete all as specified & directed.
Note:- Reinforcement shall be measured and paid for seperately.
6
-
-
S & F TMT bars 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.
880
-
-
S & F TMT bars 6mm to 8mm, 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.
250
-
-
M&L for brick work with sub class 'B' modular brick straight or curved on plan exc. 6 m mean radius built in cement mortar 1:6 but EXCEPT bricks, all as specified and directed. (Note:- Bricks from dismantled brick masonary shall be used)
20
-
-
M & L for 15mm thick rendering in CM (1:4) on other than fair faces of brick work finished even and fair without using extra cement
1850
-
-
Disludging Man Holes by taking out sludge and foregin materials and excavating a pit of appropriate size depositing sludge in the pit and covering with 30 cm thick layer of soil to cover the sludge including removing surplus soil where directed by Engineer-in-Charge including sprinkling of bleaching powder over the pits. (Depth of manhole upto 2 Mtrs)
80
-
-
Cutting into existing manhole for connecting new drain pipe of 150mm bore and making good to pipe and rendering disturbed surface where drain pipe have been insereted cutting out existing benching for forming branch channel (1/2 round or 3/4 section as required) in cement concrete 1:2:4 type B1 and finished the surface even and smooth and reforming benching as required and directed by Engineer-in-Charge.
10
-
-
Cutting into existing manhole for connecting new drain pipe of 200/ 225mm bore and making good to pipe and rendering disturbed surface where drain pipe have been insereted cutting out existing benching for forming branch channel (1/2 round or 3/4 section as required) in cement concrete 1:2:4 type B1 and finished the surface even and smooth and reforming benching as required and directed by Engineer-in-Charge.
30
-
-
M & L for cement concrete type C-2, 1:3 :6 mix (using 40mm graded stone aggregate) in foundation of surface channels and drains manholes.
75
-
-
M & L for cement concrete type B-1, 1:2:4 mix (using 20 graded stone aggregate) as in benching including necessary formwork.
10
-
-
Extra for forming fair finished to channel or drain 30 cm inner girth in cement concrete using extra cement including mitred/ stopped ends, frames mould etc complete.
625
-
-
M & L for cement concrete type B-1, 1:2:4 mix (using 20mm graded stone aggregate) in bed blocks, coping etc; including necessary formwork all as directed.
15
-
-
Cleaning of septic tank of any capacity by mechanical means including vaccume suction, taking of suitable capacity fitted with vaccume sunction pump of capacity not less than 15 cum/ hr and deposited the sludge and water outside the MOD land complete all as specified and directed upto entire satisaction of Engr-in-charge.
25
-
-
Demolition of RCC in roof, beams, landing, chajja, cover slab and similar suspended work complete including separating of iron sheet bars etc all as specified and directed & removing rubbish outside MD area as directed by Engr-in Charge.
16
-
-
M&L for RCC 1:2:4 type B-1 (using 20mm graded stone aggregates) as in slabs supported on walls as in soak well and septic tank etc complete all as specified and directed
16
-
-
Ues & Waste of form work to edges of concrete flats, treads breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exc 10cm wide and sides of RCC/ PCC bands in walls, horizontal or slopping and similar works fair finished concrete surface complete all as specified and directed.
130
-
-
Ues & Waste of form work to soffits of suspended slabs such as flat or curved roof slabs, floor slabs n exc 200mm thick finished fair or curved concrete surface complete all as specified and directed.
65
-
-
S&F in repair machine pressed precast concrete 60mm thick glossy EXCEPT interlocking paver block M-35 Grade to IS 15658-2006, with grey cement and no pigment laid over dry sand cushioning, filling of joints with sand including demolition of stone slabs and tiles of any description or thickness etc. colour and shape as approved, complete all as specified and directed. (Note : Sand cushioning shall be measured and paid separately).
140
-
-
M & L for sand filling under floors or interlocking tile or in foundation including watering and consolidation complete all as specified and directed.
8
-
-
S&F frame work rolled sections as in angle distances pieces, cleats etc complete all as speified and directed of grade FE-410, (gde-E-250) quality all as specified and directed.
100
-
-
Dismantling of cast iron/ pvc pipes jointed in cement mortar 100/110mm bore all as specified and directed.
50
-
-
Dismantling of cast iron/ pvc pipes jointed in cement mortar 75mm bore all as specified and directed.
40
-
-
Supply and fix in repairs PVC (SWR) pipes 75mm bore single socketed in any length with rubber ring joints fix to wall all as spcified.
50
-
-
Supply and fix in repairs PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints fix to wall all as spcified.
40
-
-
S&F PVC (SWR) Bends (any radius), diminishing pieces or tapers, bore of pipe 75mm, complete all as spcified.
18
-
-
S&F in repairs PVC (SWR) Bends (any radius), diminishing pieces or tapers, bore of pipe 110mm, complete all as spcified.
20
-
-
S&F in repairs PVC (SWR) Branch pieces, double (double Y) equal or unequal of pipe 75mm bore complete all as spcified.
8
-
-
S&F PVC in repairs (SWR) Branch pieces, double (double Y) equal or unequal of pipe 110mm bore complete all as spcified.
10
-
-
M&L for PCC 75mm thick type B2 (1:2:4) using 40mm graded stone aggregate) in plinth protection, joints should be filled with bitumen primer etc, complete all as specified and as directed.
90
-
-
M&L for Providing plain cement concrete type D-2, 1:4:8 mix (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.
70
-
-
S & F 300mm bore reinforced concrete pipes, class NP-2, laid and jointed including testing, with collers complete all as specified and directed.
70
-
-
Demolition of stone slabs/ paver block, interlocking tile etc of any description or thickness in floors/ walls laid bedded and pointed in any mortar etc. complete removal of debris outside MD land.
20
-
-
M&L for PCC 75mm thick 1:4:8 type B2 using 40mm graded stone aggregate as insub base finishing the surface rough to receive tilies.
200
-
-
M&L for Cement concreat type B-0 (1:2:4) using 12.5mm graded stone aggregate 25mm thick finished surface rough to receive tiliing all as specified and directed.
200
-
-
M&L for pre polished coloured cement concrete chequered tile of approved quality size 300 x 300 x 25mm thick on floors over and including 20mm thick screed bed CM 1:6 set and jointed in neat cement slurry and pointed with colour to match the tiles complete all as specified and directed.
50
-
-
M&L for machine pressed precast concrete interlocing paver block any shape and size conforming to IS-15658-2006 of 60mm thickness, M-40 grade laid dry in floor/ path with and including 40mm thick (Compacted thickness) sand cushioning complete all as specified.
150
-
-
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