Military Engineer Services Tender
View complete overview of Uttarakhand MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date21 Nov 2024
Closing Date13 Dec 2024
Tender Amount₹ 14,76,000
Costs
EMD
₹ 29,520Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_678550_2Tender No
8200/B/808/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
M&L Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregae) as in foundation filling and mass concrete complete all as specified and directed.
12
-
-
Demolition of brick work or stone boulder masonry built in cement mortar or line mortar including all quoins arches pillars etc complete all as specified and directed.
18
-
-
M&L brick work with fly ash bricks conforming to IS 12894 -2002 specificationstraight or curved on plan exc 6 m mean radius built in CM (1:4) complete all as specified and directed
42
-
-
M&L PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in coping ncluding weathering throating and necessary formwork complete all specified and directed.
4
-
-
M&L Cement concrete 1:2:4 type B 1 (using 20mm graded stone aggragate) as in surface channels and drains complete all as speicifed and as directed.
6
-
-
Taking down cement plaster on brick or stone wall including racking out joints hacking for key scrubbing down with water etc complete all as specified and directed.
110
-
-
M&L rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 and finished even and smooth with using extra cement complete all specified and directed.
360
-
-
M &L Precast RCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in landings cover slabs (for manholes etc) cullah hoods, chajjas , mangers shelves and similar articles with plain faces and set in CM 1:4 (reinforcement measured and paid sepratly) complete all as specified and directed.
6
-
-
S &F mild steel TMT bars 10mm dia and over cut to length bent to shape required including crancing bending and binding with mild steel (anneal) wire not less than 0.90mm dia complete all as specified and directed.
200
-
-
S &F mild steel work in Bands straps supports including bolts if required hooks (stay) Ms rungs handles, manholes covers knee piece insets two way and three way straps plate washers and similar articles conforming to Fe-290 Gde -E-165 complete all as specified and directed.
392
-
-
Demolition and breaking up drain pipes (salt glazed stone ware AC or reinforced concrete) set in cement mortar including concrete bed of following internal dia of pipe 100mm complete all as specified and directed.
30
-
-
Demolition and breaking up drain pipes (salt glazed stone ware AC or reinforced concrete) set in cement mortar including concrete bed of following internal dia of pipe 150mm complete all as specified and directed.
200
-
-
M &L for laying and testing of 100mm dia SGSW (Salt glazed stone ware AC or reinforced concrete) set in cement mortar including concrete bed of following internal dia of pipe complete all as specified and directed.
30
-
-
M &L for laying and testing of 200mm dia RCC NP3 drain pipes and jointed in cement mortar and tested on completion complete all as specified and direceted.
275
-
-
M &L for 1:3:6 type C-2 concrete bed to drain pipe including packing under and hauncing against the side of pipe after they are laid and tested of 100mm bore complete all as specified and directed.
30
-
-
M &L for 1:3:6 type C-2 concrete bed to drain pipe including packing under and hauncing against the side of pipe after they are laid and tested of 200mm bore complete all as specified and directed.
275
-
-
Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15cm thickness (below or above ground level) complte all as specified and directed.
2.5
-
-
M &L 75mm thick cement concrete type C2 1:3:6 (using 40mm graded stone aggregate) as in plinth protection and path laid in panels not more than 3.0 mtr in length laid to slope 1:30 including forming joints 10mm wide and duly filled with mastic bitumen (01 part bitumen mixed with 03 parts of sand) surface complete all as specified and directed.
45
-
-
Returning , filling in including spreading, leveling, watering and well ramming in laying not exceeding 25 cm thick in hard/dense soil complete all as specified and directed.
250
-
-
Removing excavated material (soils) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed.
200
-
-
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