Military Engineer Services Tender
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Costs
EMD
₹ 98,800Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Certain Repairs To Boundary Walls, Barbed Wires, Concertina Coils And Other Allied Works At Nofra, Nausena Bagh, Nae, Mes Complex, Ins Sardar Patel, Ncb And Inas
Description
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Contact
Tender Id
2024_MES_657129_1Bid Award Id
ViewTender No
9250/PBR/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://https://mes.gov.in/
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Documents
CERTAIN REPAIRS TO BOUNDARY WALLS, BARBED WIRES, CONCERTINA COILS AND OTHER ALLIED WORKS AT NOFRA, NAUSENA BAGH, NAE, MES COMPLEX, INS SARDAR PATEL, NCB AND INAS
Tender General Pages, Special Conditions and Particular Specifications of Contract
BOQ Items
Ditto all as above item No.3.00 but except stone, complete all as specified and directed.
16
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Rendering 15mm thick on fair faces of Porbandar stone masonary surface in CM 1:4 complete all as specified and directed by Engr-in-charge.
1876
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-
Preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of white primer complete all as specified and directed.
1876
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-
Preparation of old plastered surfaces of walls and applying one coats of cement base paint complete all as specified and directed by Engineer in Charge .
18760
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Preparation of old treated steel surfaces of any description(Steel gates , Embedded Angles etc ) , over 10cm width or girth and applying one coats of synthetic enamel paint complete all as specified.
665
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Preparation of new steel surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces complete all as specified.
120
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-
Dismantling of post and struts (wood,steel or RCC) any section including taking out embedded portion and making good disturbed ground.
185
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-
M & L for providing RCC type B-1 1:2:4 (20mm graded aggr.)in precast post fencing post straining or terminal post strut etc. for fencing average sectional area exc.100sqcm but n'exc 250sqcm with or without chemfered angles and flat splayed rounded or meterd tops as directed and fixed.
2
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-
Dismantling of mild steel work of any description not otherwise provided for all as specified and directed .
11
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-
M & L for Hand rails, half round or other stock section or core for wooden hand-rail straight portion, Gates, Grating drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding 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.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specifed and as directed by Engineer in Charge.
1100
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-
M & L for cement concrete 1:3:6 type C-2 (40mm graded agg) in foundation filling of post holes, grils, etc complete all as specifed and as directed by Engineer in Charge.
3
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-
M & L for Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) as in repair Complete all as spd and directed by Engineer in Charge.
180
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Taking Down and Re- Fixing in Existing Barbed Wire with Restraining , resecuring including making good staples etc Complete all as Spd and as directed by Engineer in Charge.
249
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S&F of Concertina Coil, punched tape 2.60 mm dia high tensile spring steel wire, dia of coil 610mm, when stretched the length shall be 6.00m in one coil, (weight of coil shall not less than 1.30kg/m) and tied to barbed wire with and including provision of steel clips @ 5 clips spiral in one row complete without coating and taking down old concertina coil .all as directed by Engr-in-Charge.
1460
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-
Taking down Existing Steel Gate of Size upto 3 Sqm each pannel and applying greasing, Oiling and alinging with necessary provisions of Cleats , incl Welding works with beading etc Complete repair with Workable Condition and Refixing with Same positions Complete All as spd and Directed By Engineer in Charge. (Note :- Additional Providing steel sections shall be Measured and Paid Separately)
32
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Demolition of Stone slabs and tiles of any description or thickness in floors, aprons, compound wall etc. laid dry beded in any mortor complete all as specified.
29.9
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M&L 20mm thick Granite (of any type)tiles machine cut, in skirting/dado /Pillars etc laid over CM 1:4 , 15mm tk cement screed and jointed with grey cement slurry, and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete all as specified
47.8
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Demolition of concrete of any description and in any position not otherwise specifically provided for cement concrete (unreinforced) complete including removing debries ouside MD land all as specified and directed.
52.65
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M & L for 50mm thick Cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in plinth protection,Floor topping etc , surfaces finished of concrete flooring with brooming complete all as spd including provision of necessary construction joints filled with bitumen filler etc complete all as directed by Engr-in-Charge.
60
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M&L cement concrete 1:4 :8 type D-2 (40mm graded agg) in foundation filling and mass concrete.complete all as specifed and as directed by Engineer in Charge.
32.25
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M & L for Sand filling under paver blocks for cushion Complete all as specified and directed.
21.5
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M & L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement pigment to match, Complete all as specified and directed.
130
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-
M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 grade, finished with grey cement and pigment, complete all as directed.
120
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-
All as per above Except Interlocking tiles including filling with sand cushioning (where ever required) including levelled with Existing tiled surfaces Complete all as spd and directed by Engineer in Charge. (Note :- Sand and PCC shall be paid and measured Separtely)
180
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-
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