Military Engineer Services Tender
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Costs
EMD
₹ 1,74,820Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_679725_1Tender No
CE RnD/DLI-21/CHANDI/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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BOQ Items
Excavating in trenches, n.exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10 sq m on plan and n.exc 1.5 m in depth in any type of soil and getting out complete all as specified and as directed.
52
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-
M & L for Moorum/Red bajri filling in floors laid in layer not exc 15cm thick spread, levelled and rammed including watering complete all as specified and as directed.
1135
-
-
M&L for Construction of granular sub-base with material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 , mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete all as specified and directed.
292.5
-
-
M&L for laying in position Dry lean concrete aggregate cement ratio not exc (15:1) type M-10 (using 25mm graded stone aggregate) sub-base complete all as specified and directed.
230
-
-
M&L for cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in coping, bed blocks, haunching, benching etc., (excluding the cost of centering, shuttering) and finishing complete all as specified and as directed.
120
-
-
M&L for design mix cement concrete of M-30 grade prepared with batch mixing machine, as in floors for tanker movement, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for expansion joints, complete all as specified and as directed.. (Item of joint fillers, sealants to be paid separately).
Note:- Min Cement content considered in M-30 is @ 340 kg/cum.
365
-
-
Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete complete all as specified and as directed.
450
-
-
M&L for 12mm thick pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)
1050
-
-
M&L for filling in position rubberized bitumen hot sealing compound of grade 'A' conforming to IS:1834 for sealing of expansion joints in roads / cement concrete pavements all complete as per direction of the Engineer-in-Charge complete all as specified and as directed.
195
-
-
M & L forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with Grade 'A' sealing compound complete all as specified and as directed.
40
-
-
M & L for forming construction joints 30mm deep x 10mm wide filled with Grade 'A' Sealing compound complete all as specified and as directed.
62
-
-
M & L for factory made 80 mm thick C.C. paver block of M-30 grade concrete with approved colour design and pattern in footpath, 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 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.
290
-
-
M & L for Non Pressure NP-3 class (Medium duty) 450mm dia R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete all as specified and as directed.
5
-
-
M & L for Non Pressure NP-4 class (Heavy duty) 1200mm dia R.C.C. pipes (laying by manual/mechanical mean) including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete all as specified and as directed.
100
-
-
M&L for Brick work with non modular fly ash brick of class designation 7.5 cement mortar 1:6 straight or curved on plan exc 6 m mean radius complete all as specified and as directed.
15.5
-
-
M&L for 15mm thick in cement plaster of mix 1:4 (1 cement : 4 fine sand) on brick or concrete surfaces finished even and smooth w/o using extra cement complete all as specified and as directed.
115
-
-
M&L for precast re-inforced cement concrete 1:1.5:3 (using 20mm graded stone aggregate) as drain cover slabs and the like including the cost of required centering, shuttering but excluding cost of reinforcement complete all as specified and as directed.
1.15
-
-
M&L for TMT bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level complete all as specified and as directed.
1700
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each RFR deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m complete all as specified and as directed.
6
-
-
M&L for laying in position 100mm thick cement concrete of 1:2:4 type B-1 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as in subbase to received tile complete all as specified and as directed.
3.5
-
-
M&L for Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with medium shade pigment using 50% white cement 50% Grey cement to match the shade of tiles, including rubbing and cleaning etc. complete, over & including 20 mm thick bed of cement mortar 1:4 complete all as specified and as directed.
35
-
-
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