Military Engineer Services Tender
View complete overview of Goa MES Tender
Costs
EMD
₹ 45,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_MES_497863_1Bid Award Id
ViewTender No
85549/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Excavation over areas exceeding 3.00 m and not exceeding 4.50 m deep in soft/ disintegrated rock and getting out complete all as specified and as directed.
112
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-
Excavation over areas exceeding 4.50 m deep in soft/ disintegrated rock and getting out complete all as specified and as directed.
15
-
-
Returning ,filling in including spreading levelling watering and well ramming of soft/loose soil in layers not exceeding 25 cm thick complete all as specified and as directed.
88
-
-
Removing excavated material exceeding 250 m but not exceeding 500 m and depositing where directed
341
-
-
M& L for cement concrete 1:2:4 Type B1 using 20 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed.
22.85
-
-
M&L for pre-cast cement concrete block masonry type C-5 with solid blocks, exceeding. 10 cm in width and setting in mortar 1:6, complete all as specified and as directed
131
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-
M & L for precast cement concrete hollow block masonry exceeding 10 cm in width and setting in mortar 1:6 complete all as specified and as directed
1.25
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-
M&L for reinforced cement concrete design mix M-20 using 20 mm graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 m span complete all as specified and as directed.
0.1
-
-
M&L for reinforced cement concrete design mix M-20 using 20 mm graded stone aggregate in slabs supported on walls, beams and columns in floors, roofs,landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed.
10
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-
M&L for formwork to soffits of suspended slabs such as roof slab, floor slabs, landing and similar work not exc 200mm thick; rough finished surfaces of concrete flat complete all as specified and directed.
49
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-
M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc rough finished surfaces of concrete flat complete all as specified and as directed.
11
-
-
S&F Hand rails, half round or other stock section, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.)., and similar work conforming to Fe 290 gde E 165 complete all as specified and as directed.
124
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-
S&F Mild steel TMT bars 10mm dia and over, cut length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to complete all as specified and as directed.
611
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-
All as per Item No.16 here in before but 6mm to 8mm dia all as specified and as directed.
459
-
-
S&F framed work such as grills gratings, etc., with ends of bars shouldered and/ or riveted, or forged into a pikes; framed guard bars; barred iron doors; ladders; framed baluster, walk ways; railings; framed work or water tanks and similar work conforming to Fe 290 gde E 165 complete all as specified and as directed.
110
-
-
S&F Asbestos cement pipes of 100mm bore dia in any length with cement joints fixed to wall complete all as specified and as directed.
7.5
-
-
S & F AC slotted vent cowl of 100mm bore dia complete all as specified and as directed.
4
-
-
M&L for rendering 10 mm thick in cement mortar 1:4 on wall of brick work concrete surface, finished fair and even complete all as specified and as directed.
346
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-
M&L for rendering 5mm thick in cement mortar 1:3 on wall of brick work or concrete surface, finished fair and even all as specified and as directed
41
-
-
Supply only liquid water proofing compound complete all as specified and as directed
11
-
-
Surface dressing not exceeding 15cm deep and getting out in hard/dense soil complete all as specified and as directed
37
-
-
M&L for formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening, the formwork
1.5
-
-
M&L for hard core of broken bricks for loose filling using 63mm to 100 mm of size complete all as specified and as directed.
12
-
-
S&F PVC (SWR) pipes 110mm single socketed in any length with rubber ring joints, laid in trenches or in floor complete all as specified and as directed.
5.5
-
-
S&F PVC (SWR) Bend pipes 110mm with or without access door fixed complete all as specified and as directed.
2
-
-
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth in depth for foundation etc, or cesspits, manholes, pier holes, etc not exceeding 10 Sqm on plan and getting out in soft/ disintegrated rock complete all as specified and as directed.
12
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-
Excavation in trenches exc 1.5m wide deep and not exceeding 3.0m in depth for foundation etc, or cesspits, manholes, pier holes, etc not exceeding 10 Sqm on plan and getting out in soft/ disintegrated rock complete all as specified and as directed.
1
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-
M & L for PCC (1:2:4) type B1, using 20 mm graded stone aggregate as in copings and the like including weathering, slightly rounded or chamfered angles and throating with and including necessary use and waste of formwork complete all as specified and as directed
0.3
-
-
M&L for rendering 15 mm avg thick cement plaster in cement mortar 1:4 (10mm thick 1st coat+ 5mm thick finishing coat) on solid block masonry work mixed with WPC as per manufacturers instructions finished the surface even and smooth without using extra cement complete all as specified and as directed. Note: Water proofing compound shall be measured and paid separately
11
-
-
M&L for precast cement concrete (1:2:4) type B1, using 20mm graded stone aggregate as in cover slab for manholes, etc set in cement mortar 1:4 including necessary use and waste of formwork complete all as specified and as directed.
0.3
-
-
M & L for PCC (1:2:4) type B0, using 12.5 mm graded stone aggregate as in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed
0.1
-
-
M & L for PCC (1:3:6), type C-2, using 40mm graded stone aggregate as bedding layer of the drain pipe and including packing under haunching against the sides of pipe and after they laid and tested for 200mm dia pipe, etc. complete all as specified and as directed.
17
-
-
M&L for 200 mm dia reinforced concrete pipe class NP-2 laid and jointed complete with collars all as specified and as directed.
18.2
-
-
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms moulds mitred/stopped ends etc complete all as specified and as directed.
2.73
-
-
S&F Mild steel band straps, supported or stays, for fixed manholes and similar small articles conforming to fe 290 Gde E-165 complete all as specified and as directed.
4
-
-
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