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Tender For Provision Of Pigeon Netting To Bldg No P-286 (Hq 21 Corps) At Dronachal Top Bhopal, bhopal-Madhya Pradesh

Military Engineer Services-MES has published Tender For Provision Of Pigeon Netting To Bldg No P-286 (Hq 21 Corps) At Dronachal Top Bhopal. Submission Date for this Tender is 13-05-2024. Securing and Protecting Supplies Tenders in bhopal Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

43222004
Tender For Provision Of Pigeon Netting To Bldg No P-286 (Hq 21 Corps) At Dronachal Top Bhopal
Open Tender
Indian
Madhya Pradesh
bhopal
13-05-2024

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Tender Details

Tender For Provision Of Pigeon Netting To Bldg No P-286 ( Hq 21 Corps ) At Dronachal Top Bhopal

Key Value

Document Fees
INR 500 /-
EMD
INR 87320.0 /-
Tender Value
INR 43.66 Lakhs /-

Attachment

FileName File Description File Size
e115bc44-fea9-4ecd-a480-8e1b2981aa43.html Tender Notice 0 KB
BOQ_728516.xls Tender Document 0 KB
GPSC8824.pdf Tender Document 0 KB
PS8824.pdf Tender Document 0 KB
SOC8824.pdf Tender Document 0 KB
Tendernotice_1.pdf Tender Document 0 KB

BOQ Items

Name of Work:PROVN OF PIGEON NETTING TO BLDG NO P-286 (HQ 21 CORPS) AT DRONACHAL TOP BHOPAL
Sl. No. Item Description
1M&L for Earth work indense soilin trenches, n exc 1.5 m wide and n exc 1.5 m indepth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed by Engr-in-charge.
2M&L for Earth work insoft/disintregated rock in trenches, n exc 1.5 m wide and n exc 1.5 m indepth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed by Engr-in-charge.
3M&L for cement Concrete Type D2 1:4:8 ( 40mm graded stone aggregate) in foundation, filling and mass concrete etc complete all as specified and directed by Engr-in-charge.
4M&L TMT bars 10mm 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 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-charge.
5All as per item No4 above but 6 to8mm dia in stirrups, spacers and binders complete all as specified and directed by Engr-in-charge.
6M & L Formwork to sides of concrete foundations, footings, columns, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter with rough finished surface all as specified and directed by Engr-in-charge.
7M&L Reinforced cement concrete Nominal Mix(1:1:2) mixed Type M-25 (20 mm graded aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc basement slabs and mass concrete complete all as specified and directed by Engr-in-charge.
8M&L Reinforced cement concrete Nominal Mix(1:1:2) mixed Type M-25 (20 mm graded aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like complete all as specified and directed by Engr-in-charge.
9S&F rolled mild steel sections Fe-410W (Gde E-250) quality -Bfor plate girder or single stanchions,built up of one beam or channel section with flange plates, caps bases. splices, angle brackets, cleats and other connections complete all as specified and directed by Engr-in-charge.
10S&F of Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed by Engr-in-charge.
11S&F rolled mild steel sections Fe-410W (Gde E-250) quality -Bfor Rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc complete all as specified and directed by Engr-in-charge.
12S& F of 2mm thick Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc. complete all as specified and directed by Engr-in-charge.
13S& F of 6mm thick polycarbonate sheet Plain sheet for Covering to Duct fixedwith coach screw and washer in roof, wall etc. complete all as specified and directed by Engr-in-charge.
14M&L for Preparation new steel Surfaces of any description, n.exc 10cm in width or girth and applying two coats of synthetic enamel painting overone coat of Red oxide, Zinc Chrome primerwhen unconnected with other painting or when painted in a different tint all as specified and directed by Engr-in-charge.
15M&L for prepration of new steel surfaces and applying two coats of synthetic enamel paint over a cot of red oxide, zinc chrome primer all as specified and directed by Engr-in-charge.
16Cutting holes in brick walls exc one brick but n exc two bricksbuilt in cement mortar or cement lime mortar and stone walls built in lime mortarr for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required andall as specified and directed by Engr-in-charge.
17Supply and Fixing of Co-Polymer Nylon Transparent Net of square 50mm x50mm mesh size , melting point of mesh not less than 260 degree Celius and Yarn Breaking Strength shoild not be less than23.08 kg including necessary SS J Hooks , SS Wire of drage 304 , aluminium ferrule , SS trun buckle, Hoggringand SS fasternercomplete all as specified and directed by Engr-in-charge.
18Returning, filing in, excavated soil including spreading, levelling, watering and well rammingin layers not exceeding 25cm etc complete all as specified and directed by Engr-in-charge.
19Removal of excavated Rock not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed by Engr-in-charge.
20Taking down chowkats or frames with shutters (without taking off shutters from the frames) exc. 1.5 sq. m but not exc 4 sq. m each complete all as specified and as directed by the Engineer-in-Charge
21Taking down chowkats or frames with shutters (without taking off shutters from the frames) not exc. 1.5 sq. m each complete all as specified and as directed by the Engineer-in-Charge
22S&Fpowder coated Anodised aluminium frame for doors, windows, ventilators or partition with one or more rebates including joining cleat, glazing clips, channel etc for fixing etc. complete all as specified and as directed by the Engineer-in-Charge
23S&F of powder coated Anodised aluminium Anodised aluminium door shutters, aluminium section weighing 0.55 kg/ m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc. complete all as specified and as directed by the Engineer-in-Charge
24S&F solar control film 50 micron reflective type sticked to glass pain as per instruction of manufactures all as specified and as directed by the Engineer-in-Charge
25S&F Sheet glass4 mm thickn exc 0.5 sqmin each pane fixed in aluminium/wooden frame complete all as specified and directed by Engr in charge.
26S&F Sheet glass4 mm thick exc 0.5 sqm in each panefixed in aluminium/wooden frame complete all as specified and directed by Engr in charge.
27S&F 4.0 mm thick figured glass, pin headed type and glazed oil putty in square not 0.50 sqm in each pane complete all as specified and directed by Engr in charge.
28S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints,fixed to wall with PVC clamps complete all as specified and as directed by the Engineer-in-Charge
29S & F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floorss complete all as specified and as directed by the Engineer-in-Charge
30S & F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wall with clamps complete all as specified and as directed by the Engineer-in-Charge
31S & F 110mm bore PVC (SWR) bends of any radius with access door, complete all as specified and as directed by the Engineer-in-Charge
32S & F 75mm bore PVC (SWR) bends of any radius with access door, complete all as specified and as directed by the Engineer-in-Charge
33S & F PVC 110mm bore (SWR) branch piece, double (double Y) with access door equal or unequal, complete all as specified and as directed by the Engineer-in-Charge
34S & F for 110mm bore PVC (SWR) junction double (double T) with access door equal or unequal, complete all as specified and as directed by the Engineer-in-Charge
35S & F for 75 mm bore PVC (SWR) junction (single T) with access door equal or unequal, complete all as specified and as directed by the Engineer-in-Charge
36S & F for 110mm bore PVC (SWR) junction( SingleT) with access door equal or unequal, complete all as specified and as directed by the Engineer-in-Charge
37S&F of Aluminium (Extruded section ) Door closer hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed complete all as specified and as directed by the Engineer-in-Charge
38S&F of 150 mm long Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor all as specified and as directed by the Engineer-in-Charge
39S&F of Double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed all as specified and as directed by the Engineer-in-Charge
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