Military Engineer Services Tender
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Costs
EMD
₹ 40,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_703148_1Tender No
GEAF/T-11/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://https://mes.gov.in/
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Documents
REPAIR TO PATH HARDSTANDING INTERLOCKING TILES DRAINS AND MISC B and R WORKS AT AF STN THOISE UNDER GE(AF) THOISE
REPAIR TO PATH, HARDSTANDING, INTERLOCKING TILES, DRAINS AND MISC B AND R WORKS AT AF STN THOISE UNDER GE(AF) THOISE
BOQ Items
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M&L 100 mm thick cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate) as in flooring, finishing cement concrete surface even an smooth with out using extra cement, Complete all as specified and as directed by Engr-in-Charge.
645
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M&L 75 mm thick cement concrete type C-2, 1:3:6 (using 40 mm graded stone aggregate) as in plinth protection , finishing cement concrete surface even an smooth with out using extra cement, Complete all as specified and as directed by Engr-in-Charge.
120
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-
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M&L Forming Contraction (Dummy) joints 100 mm deep x 10mm wide for hardstanding & similar work , filled with sealing compound Grade 'B' Complete all as specified and as directed by Engr-in-Charge.
15
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M&L precast cement concrete type C-1, 1:3:6 (using 20mm graded aggregate) block masonary with solid blocks exc 10 cm in with and setting in cement mortar 1:4, incl demolition of exiting Complete all as specified and as directed by Engr-in-Charge.
15
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-
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M&L rendering 15 mm thick on other than fair faces of brick work or concrete surface in CM1:6 finished even & smooth surface with out using extra cement, Complete all as specified and as directed by Engr-in-Charge.
100
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M&L rendering 10 mm thick on fair faces of brick work or concrete surface in CM1:4 finished even & smooth surface with out using extra cement, Complete all as specified and as directed by Engr-in-Charge.
120
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-
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M&L for preparing new plastered surface of walls and applying two coats of cement based paint in camouflaging pattern over a coat of alkali-resistant priming paint, complete all as specified.
Note: The pattern of camouflaing shall be approved by GE.
200
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M&L 75mm thick cement concrete type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in sub base, Complete all as specified and as directed by Engr-in-Charge.
410
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M&L Chequered tiles using with grey cement and pigment s of size 300 x 300X20 mm, set in jointed and pointed in neat cement slurry in floors over and including 15 mm thick screed bed in CM 1:6, incl dismantling Complete all as specified and as directed by Engr-in-Charge.
185
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-
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M&L for 60 mm thick M-35 grade machine pressed precast concrete interlocking paver block any shape and size conforming to IS-15658-2006, with grey cement and pigment, Complete all as specified and as directed by Engr-in-Charge.
225
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M&L for 80 mm thick M-40 grade machine pressed precast concrete interlocking paver block any shape and size conforming to IS-15658-2006, with grey cement and pigment, Complete all as specified and as directed by Engr-in-Charge.
250
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M&L for sand cushning / Sand filling under floors (below paver blocks) including watering and consolidation, Complete all as specified and as directed by Engr-in-Charge.
11.88
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M&L for Filleting in any position and to any shape in cement mortor 1:4 exc. 25 but n exc. 50sq. Cm and in repair, Complete all as specified and as directed by Engr-in-Charge.
160
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M&L for providing, precast cement concrete type B1 ,1:2:4 20mm aggregate in landing for cover slab (for drain etc).and setting in mortar complete with joints to match set in cm 1:4 even and smooth surface and drains Complete all as specified and as directed by Engr-in-Charge.
1.25
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S & F for steel reinf TMT bars 10 mm dia and over cut to length and bent to shape required including cranking, bending spirally for hoping for columns, hooking end and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed.
180
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M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed by Engr-in-Charge.
0.96
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