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Construction Of Boundary Wall At Proposed Office Complex At Pao Ors Brc Lao A Alao Sd And Aao Deo In Age Br I Under Ge Danapur Cantt, DANAPUR-Bihar

Military Engineer Services-MES has published Construction Of Boundary Wall At Proposed Office Complex At Pao Ors Brc Lao A Alao Sd And Aao Deo In Age Br I Under Ge Danapur Cantt. Submission Date for this Tender is 26-07-2021. Wall construction Tenders in DANAPUR Bihar. Bidders can get complete Tender details and download the document.




Tender Notice

28240650
Corrigendum : Construction Of Boundary Wall At Proposed Office Complex At Pao Ors Brc Lao A Alao Sd And Aao Deo In Age Br I Under Ge Danapur Cantt
Open Tender
Indian
Bihar
DANAPUR
26-07-2021

Tender Details

Construction Of Boundary Wall At Proposed Office Complex At Pao Ors Brc Lao A Alao Sd And Aao Deo In Age Br I Under Ge Danapur Cantt

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 28-Jun-2021 CORRIGENDUM NO 01 Date 19-07-2021
2 19-Jul-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 26-07-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 73000.0 /-
Tender Value
INR 36.39 Lakhs /-

BOQ Items

Name of Work: CONSTRUCTION OF BOUNDARY WALL AT PROPOSED OFFICE COMPLEX AT PAO (ORS) BRC, LAO (A), ALAO(SD) & AAO DEO IN AGE BR-I UNDER GE DANAPUR CANTT.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 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. 160 Each
2 2 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. 55 Cum
3 3 M & L for sand filling under floors or in foundations including watering and consolidation as required complete all as specified and directed. 18 Cum
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. 18 Cum
5 5 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) 75 Cum
6 6 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) 21 Cum
7 7 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) 20 Cum
8 8 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. 220 Sqm
9 9 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. 310 Sqm
10 10 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. 160 Sqm
11 11 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. 8000 KG
12 12 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. 4000 KG
13 13 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 1:6 complete all as specified and directed. 190 Cum
14 14 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. 900 Sqm
15 15 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. 950 Sqm
16 16 M & L preparation of new plastered or unplastered surfaces of wall and applying two coats of cement based paint over and including one coat of primer complete all as specified and directed. 1850 Sqm
17 17 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. 15 Cum
18 18 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. 40 Cum
19 19 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. 1000 KG
20 20 S & F concertina coil of 60 Cm dia opening and weight of not less than 400 gram per RM fixed to 'Y' type fencing binding with and including MS wire annealed not than 0.9 mm dia complete all as specified and directed. 400 KG
21 21 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. 42 Per\n100\nRM
22 22 S&F framed work as in doors , gates, of angle or other section with guesset plates complete doors etc to be prepared to hanging or sliding with and including either hooks and hinges or steel hanging door fittings and hanging, also fastening and fixing complete all as specified and directed 1000 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. 60 Sqm
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