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Special Repair To Boundary Wall In Offrs Mess At Brc Special Repair To Boundary Wall Behind Kr Enclave And Asha School Printing Press And Provn Of Certain Minor Work In Age Br I Under Ge Danapur Cantt, DANAPUR CANTT-Bihar

Military Engineer Services-MES has published Special Repair To Boundary Wall In Offrs Mess At Brc Special Repair To Boundary Wall Behind Kr Enclave And Asha School Printing Press And Provn Of Certain Minor Work In Age Br I Under Ge Danapur Cantt. Submission Date for this Tender is 13-02-2021. Wall construction Tenders in DANAPUR CANTT Bihar. Bidders can get complete Tender details and download the document.




Tender Notice

26709948
Special Repair To Boundary Wall In Offrs Mess At Brc Special Repair To Boundary Wall Behind Kr Enclave And Asha School Printing Press And Provn Of Certain Minor Work In Age Br I Under Ge Danapur Cantt
Open Tender
Indian
Bihar
DANAPUR CANTT
13-02-2021

Tender Details

Special Repair To Boundary Wall In Offrs Mess At Brc Special Repair To Boundary Wall Behind Kr Enclave And Asha School Printing Press And Provn Of Certain Minor Work In Age Br I Under Ge Danapur Cantt

Key Value

Document Fees
INR 500 /-
EMD
INR 63000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: SPECIAL REPAIR TO BOUNDARY WALL IN OFFRS MESS AT BRC, SPECIAL REPAIR TO BOUNDARY WALL BEHIND KR ENCLAVE AND ASHA SCHOOL / PRINTING PRESS AND PROVN OF CERTAIN MINOR WORK IN AGE BR-I UNDER GE DANAPUR CANTT.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Demolition of brick work or stone / boulder masonry including all quoins, arches, pillars, etc. built in cement mortar or cement lime mortar complete all as specified and directed. 80 Cum
2 2 Dismantling of wrought iron or mild steel work any description and fixed in any position complete all as specified and directed. 2.1 Qtl
3 3 Boring holes 3m deep and 300 mm dia of pile in soil for Single under reamed piles and getting out and disposal of soil to a distance of n.exc 50 m complete all as specified and directed. 153 Each
4 4 M & L for plain cement concrete, 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. 11 Cum
5 5 M & L for brick work with sub class ‘B’ old size bricks straight or curved on plan exc. 6.00 m mean radius built in cement mortar 1:4 complete all as specified and directed. 117 Cum
6 6 ~Ditto~ all as per Sr. item No.5 above but except bricks 40 Cum
7 7 M & L for plain cement concrete, 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. 1 Cum
8 8 Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed. 1 Cum
9 9 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. 20.25 Cum
10 10 Removing surplus excavated material (SOIL) to distance exc. 50 m but not exc. 250m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed. 10.75 Cum
11 11 Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed. 180 Sqm
12 12 M & L for providing reinforced cement concrete M-25 Design Mix using 20 mm graded stone aggregate as in foundation including rafts, footing, foundation beams, plinth beams, bases for columns, basement slabs, under-reamed piles and mass concrete complete all as specified and directed. \n(Note :- Reinforcement shall be measured and paid separately under respective item) 73 Cum
13 13 M & L for providing reinforced cement concrete M-25 Design Mix using 20 mm graded stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and directed. \n(Note :- Reinforcement shall be measured and paid separately under respective item) 19 Cum
14 14 M & L for providing reinforced cement concrete M-25 Design Mix using 20 mm graded stone aggregate as in beams, cantilevers, bressummers, coping, lintels over 1.5 m sapn and like complete all as specified and directed. \n(Note :- Reinforcement shall be measured and paid separately under respective item) 8 Cum
15 15 Use and waste of formwork to sides of concrete foundation, footing, bases of columns, raft & raft beams, sides and soffits (if any) of foundation and plinth beams; and similar works; in rough finished flat surface of concrete complete all as specified and directed. 221 Sqm
16 16 Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions in rough finished surface of concrete complete all as specified and directed. 412 Sqm
17 17 Use & waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc. also splayes between floors and beams in rough finished flat surface of concrete complete all as specified and directed. 70 Sqm
18 18 M & L for mild steel 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 and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. 7400 KG
19 19 M & L for mild steel TMT bars 5 mm dia and over upto and including 10 mm dia as in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. 3600 KG
20 20 M & L for 15 mm thick rendering in cement mortar 1:4 on fair faces of brick work or concrete surfaces and finishing the surface even and smooth without using extra cement complete all as specified and directed. 920 Sqm
21 21 M & L for 15 mm thick rendering in cement mortar 1:4 on other than fair faces of brick work or stone masonry or on one side of lathing surfaces and finishing the surface even and smooth without using extra cement complete complete all as specified and directed. 975 Sqm
22 22 S & F of mild steel work in hand rails, half round or other stock section or core for wooden hand - rail straight portioon, drilled and countersunk for balusters, nosing of steps, including embeding in concrete and screwing etc. wind ties for foof 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 specified and directed. 625 Kg
23 23 M & L for preparation of New or previously un-treated steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over and including one coat of red oxide primer complete all as specified and directed. 79 Sqm
24 24 M & L for 20 mm thick machine cut pre-polished granite stone slab as in skirting / dado, laid over cement screed and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of the slab over and including 10 mm thick on backing coat in CM 1:4 complete ,including necessary cutting, grinding, rubbing, polishing rounding to exposed edges complete all as specified and directed. 10 Sqm
25 25 S&F frame work of mild steel ornamental gate of selected design including necessary hold fasts, locking arrangement, prepared for hanging or sliding with and inluding either hooks and hinges etc complete all as specified and as directed. 770 KG
26 26 M & L for plain cement concrete 1:2:4 type B-1 Nominal Mix (using 20 mm graded stone aggregate), as in lintels upto 1.5 m clear span, cills, steps,seismic and other similar bands, plinth course, string courses, lacinng courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed. 0.5 Cum
27 27 M & L for preparing newly plastered or previously untreated walls surfaces and applying two coats of cement base paint over and including one coat of primer complete all as specified and directed. 1902 Sqm
28 28 S & F of galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing 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, straining bolts at ends, staples or steel pins etc. ( Each line wire to be measured) complete all as specified and directed. 36 Per\n100\nRM
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