Military Engineer Services Tender
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Costs
EMD
₹ 18,450Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_670056_2Tender No
8250/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://defproc.gov.in
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Documents
BOQ Items
M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) but except stone all as specified & directed by Engineer-in-charge.
32.61
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-
M&L for square rubble masonary, Jodhpur type, laid dry brought up to courses well bonded all as specified & directed by Engr-in-charge.
7.28
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-
Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exceeding 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses all as specified & directed by Engineer-in-Charge.
30
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-
M&L PCC 1:3:6 type C-1 (using 20 mm graded stone agg) as in seismic and other similar bands, coping, bed block or similar work including necessary form work complete all as specified and directed by Engr-in-Charge.. Note:- Reinforced if any used in subject item shall be measured and paid separately.
0.7
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-
M&L for loose filling with aggregate of gauge 80 to 150mm of broken bricks in Soakage pits, Soakage wells all as specified & directed by Engr-in-charge.
7.06
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-
M&L for RCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs , landings, balconies, canopies, deck slab and in shelves and the like complete all as specified and directed by Engr-in-Charge.
5.23
-
-
Formwork to soffits of suspended slabs in rough finished surface such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizontal or sloping) complete all as specified and directed by Engr-in-Charge.
25.17
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-
S&F MS deformed TMT bars 10 mm dia and over, cut to length , bent to shape required , including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, quality conforming to IS 1786 - 1985 complete all as specified and directed by Engr-in-Charge.
225.85
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-
M&L for returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm in soft/disintegrated Rock complete all as specified and directed by Engr-in-Charge.
6.32
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-
Removing excavated rocks not exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point as specified & directed by Engineer-in-charge.
55.62
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-
M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate for 150 mm dia bore drain pipe for bed concrete including packing under and hunching against the sides of pipe after they are laid and tested complete all as specified and directed by Engr-in-Charge.
60
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-
M&L for 150mm dia SGSW drain pipes grade 'A' laid in trenches and jointed in CM 1:1 and tested complete all as directed by Engineer-in-charge.
60
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-
M&L for rendering 15 mm thick plaster on stone surface in cement mortar 1:4 finishded even & smooth without using extra cement complete all as specified and directed by Engr-in-Charge.
25
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-
Cutting into existing manhole for connecting new drain pipes of 150mm dia, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 rounded or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required & directed by Engineer-in-Charge.
4
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-
M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches , in floors or walls of 110 mm bore of pipe etc complete all as specified and directed by Engr-in-Charge.
15
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-
M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches , in floors or walls of 75 mm bore of pipe etc complete all as specified and directed by Engr-in-Charge.
15
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-
S&F PVC (SWR) bends ISI marked any radius of 110 mm bore with access door complete all as specified and directed by Engr-in-Charge.
3
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S&F PVC (SWR) bends ISI marked any radius of 75 mm bore with access door complete all as specified and directed by Engr-in-Charge.
3
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-
S&F PVC (SWR) junction single, (single T) equal or un equal of 75 mm bore of pipe complete all as specified and directed by Engr-in-Charge.
2
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-
S&F PVC (SWR) junction single, (double T) equal or un equal of 110 mm bore of pipe complete all as specified and directed by Engr-in-Charge.
2
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-
S&F PVC (SWR) vent cowl of 110 mm bore of pipe complete all as specified and directed by Engr-in-Charge.
1
-
-
Material and labour Machine pressed precast concrete with grey cement and pigment interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and directed by Engr-in-Charge.
209.5
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-
M&L for 30mm thick Sand filling under floors or in foundation including watering and consolidation complete all as specified and directed by Engr-in-Charge.
6.29
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-
M&L for 100mm thick PCC ype D-2, 1:4:8 using 40mm graded stone aggregate as in sub bases complete all as specified and directed by Engr-in-Charge.
209.5
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-
M&L For Type B1 1:2:4 (20 mm graded aggregate) Providing, cement concrete in kerbs of mud stops, rounded or chamfered on edges complete all as specified and directed by Engr-in-Charge.
1.68
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-
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