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Addition/Alteration To Perimeter Security Wall Alongwith Concertina Coil At Af Stn Arjangarh Under Ge ( Af ) Gurgaon, Arjangarh-Delhi

Military Engineer Services-MES has published Addition/Alteration To Perimeter Security Wall Alongwith Concertina Coil At Af Stn Arjangarh Under Ge ( Af ) Gurgaon. Submission Date for this Tender is 07-08-2021. Wall construction Tenders in Arjangarh Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

28317943
Corrigendum : Addition/Alteration To Perimeter Security Wall Alongwith Concertina Coil At Af Stn Arjangarh Under Ge ( Af ) Gurgaon
Open Tender
Indian
Delhi
Arjangarh
07-08-2021

Tender Details

Addition/Alteration To Perimeter Security Wall Alongwith Concertina Coil At Af Stn Arjangarh Under Ge ( Af ) Gurgaon

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 02-Jul-2021 Amendment Other 31-07-2021
2 02-Jul-2021 BOQ revised BOQ 24-07-2021
3 13-Jul-2021 Date Date 31-07-2021
4 19-Jul-2021 Amendment1 Other 31-07-2021
5 19-Jul-2021 BOQ revised1 BOQ 31-07-2021
6 30-Jul-2021 Amendment4 Other 31-07-2021
7 31-Jul-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 07-08-2021

Key Value

Document Fees
INR 1000 /-
EMD
INR 582000.0 /-
Tender Value
INR 2.91 Crore /-

BOQ Items

Name of Work: ADDITION/ALTERATION TO PERIMETER SECURITY WALL ALONGWITH CONCERTINA COIL AT AF STN ARJANGARH UNDER GE (AF) GURGAON
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Dismantling of mild steel work of any description and in any position complete all as specified and directed. 111 Qtl
2 2 Dismantling Plain or corrugated PGI steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings, complete all as specified and directed. 230 Sqm
3 3 Taking down concertina coil inner dia of coil not less than 600 mm dia and fixed on poles etc on wall complete all as specified and directed. 280 Kg
4 4 Taking down Barbed wire any description and in any position , complete all as specified and directed. 1380 RM
5 5 Refixing only mild steel works in post struts in fencing incl cutting top to shape as direted, drilling holes, notching for wire etc ,flat iron fillets for securing wire mess incl all necessary drilling, bolting etc and similar work confirming to Fe-290 complete all as specified and directed. 1545 Kg
6 6 Refixing only Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. \n(Note :- Material obtained from Item No 02) 150 Sqm
7 7 Refixing only 0.50mm thick punching tape concertina coil 600 mm coil dia including necessary securing/binding with binding wires on steel post complete. Concertina coil inner dai of coil not less than 900mm dia and fixed on poles etc on wall complete all as specified and directed.\n (Note :- Material obtained from Item No 03) 187 Kg
8 8 Refixing Galvanised 2 strand, steel barbed wire 2.24mm dia with 2mm dia barbs at 75mm 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, staples or steel pins, etc all as specified.\n (Note :- Material obtained from Item No 04) 9 per 100 RM
9 9 Demolition of brick masonry built in cement mortar as in drain etc, complete all as specified and directed. 808 Cum
10 10 M&L for Plain cement concrete (1:3:6), type D-2, using 40mm graded stone aggregate as in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts, complete all as specified and directed. 4.16 Cum
11 11 Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundation etc or for shafats wells cesspits manholes, pier holes etc hard / dense soil getting out, complete all as specified and directed. 2094.23 Cum
12 12 All as per Item No 11.00 above but in Hard Rock (Hard Rock Blasting Prohibited) 232.7 Cum
13 13 M&L for Plain cement concrete (1:4:8), type D-2, using 40mm graded stone aggregate as in foundation, filling and mass concrete, complete all as specified and directed. 209.53 Cum
14 14 M&L for Use and waste of form work to sides of concrete foundations, footing, bases of columns, raft beams, sides and soffits of plinth beams and similiar works etc complete all as specified and directed. 1496.27 Sqm
15 15 M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions, for square, rectangular or polygonal, rough finished surfaces of concrete etc complete all as specified and as directed 3506.58 Sqm
16 16 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. complete all as specified and as directed. 1821.6 Sqm
17 17 M&L for providing reinforced cement concrete (M-25) Design Mix using 20 mm graded stone aggregates as in foundations including rafts, column footings, plinth beams, etc complete all as specified and as directed 571.94 Cum
18 18 M&L for providing reinforced cement concrete (M-25) Design Mix using 20 mm graded stone aggregates as in columns, pillars, piers, posts and struts etc complete all as specified and as directed 255.69 Cum
19 19 M&L for providing reinforced cement concrete (M-25) Design Mix using 20 mm graded stone aggregates as in beams, cantilever, lintels over 1.5m span etc complete all as specified and directed. 229.3 Cum
20 20 M&L for MS TMT bars 10mm dia and over. Cut to length, bent to shape required, including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire ( annealed ) not less than 0.9mm dia or securing with clips complete all as specified and directed. 52651.6 Kg
21 21 M&L for mild steel TMT bars 5 mm dia and over, upto and including 10 mm dia as in stirrups, cut to length, bent to shape required including cranking, bending 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 etc complete all as specified and as directed 28617.6 Kg
22 22 M&L Brick work with sub class 'B' Bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:4 complete all as specified and directed. 1219.81 Cum
23 23 M & L Rendering 15mm thick on other than fair faces of brick work in CM 1:4 finished even & smooth without using extra cement complete all as specified and directed. 12420 Sqm
24 24 Preparation of newly plastered surfaces of wall and applying two coats of cement base paint over a coat of cement primer complete all as specified and directed. 12420 Sqm
25 25 Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm depth in soils, complete all as specified and directed. 983.29 Cum
26 26 Removal excavated material to distance not exceeding 100 metre and depositing where directed at level not exceeding 1.5 metre above the starting point in soil, complete all as specified and directed. 1380.94 Cum
27 27 S&F mild steel work s in post struts in fencing incl cutting top to shape as direted, drilling holes, notching for wire etc ,flat iron fillets for securing wire mess incl all necessary drilling, bolting etc and similar work confirming to Fe-290 complete all as specified and directed. 15105.4 Kg
28 28 M&L for mild steel bolts purpose made with hexagonal or sqare head one end and screwed the other or screwed both ends each screwed and to be fitted with washer and one hexagonal and square nut exc 12 but n exc 20 complete all as specified and directed. 1234.88 Kg
29 29 M&L Prepration new steel surface of any description not other wise described over 10 cm width or girth and applying two coat of synthetic enamel paint over one coat of red oxide complete all as specified and directed. 671.36 Sqm
30 30 S&F in repairs 0.50mm thick punching tape concertina coil 900 mm coil dia as per IS code each Roll having a weight of 14.00 to 15.00 kg and expanded upto 7.00 mtr in length including necessary securing/binding with binding wires on steel post complete. Concertina coil inner dai of coil not less than 900mm dia and fixed on poles etc on wall complete all as specified and directed. 4302.15 Kg
31 31 Supply and fixing in repairs Galvanised 2 strand, steel barbed wire 2.24mm dia with 2mm dia barbs at 75mm 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, staples or steel pins, etc complete all as specified and directed. 165.6 100 RM
32 32 M&L for 110 mm dia PVC pipe in weep holes complete all as specified and directed. 433.81 Rm
33 33 M&L Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe-290 complete all as specified and directed. 2932.99 Kg
34 34 Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in hard/dense soil, complete all as specified and directed. 1800 Sqm
35 35 M & L for stone hard core of gauge not exceeding 63mm, deposited, spread levelled in layers n exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed. 72.879 Per Cum
36 36 M & L 75 mm thick Cement Conrete1:2:4 type B–2 using 40mm graded stone aggregates flooring finished even and smooth including making joints at 3.00 Metre interval, complete all as specified and directed. 583 Sqm
37 37 M&L Forming 12mm thick Expansion joints for 75mm thickness of concrete slab, filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ etc complete all as specified and directed. 59.859 per 10 RM
38 38 M&L for 100mm thick cement concrete as sub base to flooring in C-2 (1:4:8) 40mm graded aggregates etc complete all as specified and directed 1217 Sqm
39 39 M&L for 25 mm thick sand cushioning including watering and consolidations etc complete all as specified and directed. 29.425 Cum
40 40 M&L for coloured, pressed machine presssd pre-cast concrete interlocking coloured paver any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 grade grade to match with grey cement and pigment etc complete all as specified and as directed. 1217 Sqm
41 41 M&L for Providing, cement concrete 1:2:4 type B–1 using 20mm graded stone aggregates in roof kerbs or mud stops, rounded or chamfered on edges, complete all as specified and as directed. 8.55741 Cum
42 42 Net Contract Sum will be after deducting Sch of Credit of \nRs 7,81,326.00
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