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Tender For As As To Open Air Theater Including Retiling Of Hardpatch And Area Drainage At Nausena Baugh, Visakhapatnam, visakhapatnam-Andhra Pradesh

Military Engineer Services-MES has published Tender For As As To Open Air Theater Including Retiling Of Hardpatch And Area Drainage At Nausena Baugh, Visakhapatnam. Submission Date for this Tender is 29-04-2024. Auditorium Construction Tenders in visakhapatnam Andhra Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

43131290
Corrigendum : Tender For As As To Open Air Theater Including Retiling Of Hardpatch And Area Drainage At Nausena Baugh, Visakhapatnam
Open Tender
Indian
Andhra Pradesh
visakhapatnam
29-04-2024

Tender Details

Tender For As As To Open Air Theater Including Retiling Of Hardpatch And Area Drainage At Nausena Baugh, Visakhapatnam

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 25-Apr-2024 OTHER CORRIGENDUM Other 29-04-2024

Key Value

Document Fees
INR 500 /-
EMD
INR 86000.0 /-
Tender Value
INR 43 Lakhs /-

BOQ Items

Name of Work: AS & AS TO OPEN AIR THEATER INCLUDING RETILING OF HARDPATCH AND AREA DRAINAGE AT NAUSENA BAUGH, VISAKHAPATNAM
Sl. No. Item Description
1Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. complete all as specified and directed.
2M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed.
3M & L for Pre-cast cement concrete 1:3:6 type C-1 (using 20mm graded stone aggregate) as in blockmasonry with solid blocks, exc. 10 cm in width and set in cement Mortar 1:6 complete all as specified and directed by Engr-in-Charge.
4M & L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished the surfaces even and smooth without using extra cement complete all as specified and directed.
5M & L for Precast Reinforced Cement Concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in cover slab (For manhole,drain etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain facesand set in cement mortar 1:4 including necessary form, moulds, etc complete all as specified and directed by the Engr-in-Charge. (Note : Reinforcement shall be measuredand paid separately)
6S & F high strength corrosion resistant TMT steel bars 6mm to 8mm dia., and over cut to length, bend 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 quality complete all as specified and directed.
7Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in hard/dense soil complete all as specified and directed.
8Removing excavated material exc. 1.00 km but n exc. 1.5 km and depositing where directed at level n exe 1.5 m above the starting point complete all as specified and directed
9S&F mild steel framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed
10Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and disposal ofdebris and rubbish to outside MD land complete all as specified and directed.
11Demolition of un-reinforced cement Concrete of any description and in any position not otherwise specifically provided for and removing rubbish to outside MD land complete all as specified and directed.
12M & L for 100 mm thick, Cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in sub base of flooring/hard standing, etc, and finished the cement concrete surfaces even and rough complete all as specified and directed.
13M & L for 10mm thick, Hi Traffic Tiles, 600x600mm size, coloured, premium qualtity, heavy duty tiles for outdoor, polished, in floors, path, hardstanding etc set inneat cement slurry and 3mm wide joints shall be maintained with spacers which has to be filled with epoxy grout using masking tape and the masking tap has to be removed after filling the epoxy grout including 15 mm thick screed bed in cement mortor 1:6 complete all as specified and directed.
14S & FLED outdoor Flood light fittings, Min IP 66 rated, High pressure aluminium die cast housing and toughened glass cover, 80 Watt, Lumen = 10000, Luminous afficacy = 110 Lum/Watt, CCT:WW/NW/CW, CRI > 70 Ra, 4KV surge Protection with external SPD of 10 KV, with open and short circuit protections with all accessories, internally prewired and connecting up with twin core twisted copper conductor cable of suitable size including lamp complete all as specifiedand directed. (Make: Havells Cat No. JETALEGANZAFLS80WLED757P60DTOTG or equivelant of make as per list of manufacturer)
15Supply and fixing MCB SPN DB , made up with sheet metal, phosphorised, power coated, neutral link, earth bar and din rail, 8 way SPN with 200 Amps rated busbar, 240 voltscomplete all as specified and directed.
16Supply, fixing, commissioning and testing MCB SPN 6-32A Amps, 240 Volts,10KA, C Curve complete all as specified and as directed
17Supply, fixing, commissioning and testing in repairs MCB SP 6 to 32 Amps, 240 Volts, 10KA, C Curve,complete all as specified and as directed
18M & L for Sub main wiring with 2 runs of Single core 2.5 sqmm PVC insulated, unseathed, multi stranded FRLSH (ISI marked) copper cable drawn through and including surface PVC conduit of suitable size with all conduit accesories and fittings along with 1 run of single core 2.5 sqmm PVC insulated ,unseathed multi stranded FRLSH (ISI marked) copper cableas earth continuity conductorcomplete all as specified and as directed. (Note :-Two runs of 2.5 sqmm and one runs of 2.5 sqmm cable as earth wire and one run of conduitshall be measured as one length)
19M & L for Sub main wiring with 2 runs of Single core 4.0 sqmm PVC insulated, unseathed, multi stranded FRLSH (ISI marked) copper cable drawn through and including surface PVC conduit of suitable size with all conduit accesories and fittings along with 1 run of single core 4.0 sqmm PVC insulated ,unseathed multi stranded FRLSH (ISI marked) copper cableas earth continuity conductorcomplete all as specified and as directed. (Note :-Two runs of 4.0 sqmm and one runs of 4.0 sqmm cable as earth wire and one run of conduitshall be measured as one length)
20M & L for Earthing complete with galvanized steel earth plate electrode 600 mm x 600 mm x 6 mm thick buried directly in ground (earth pit not less than 2.25 meter deep below ground level) with top edge of plate not less than 1.5 meter below normal ground level, connected to galvanized steel earth lead wire4 mm dia by means of bolts, nuts, check nuts and washers of galvanized iron or steel, all as shown in Electrical Plate No 3 of SSR Part - I, including necessary excavation and earth work, P.C.C (1:3:6) type C-I with 50 mm thick Pre-cast R.C.C. (1:2:4) type B-I cover slab (reinforced with 8 mm dia deformed bar @ 10 cm C/C both ways and suitable handle of 12 mm dia round bar),including providing charcoal or coke and common salt in alternate layers of 15 cm compacted thickness all around the earth electrode, with funnel and 20 mm bore galvanized iron watering pipe (light grade), wire mesh, aluminium lugs, complete in all respect, GI earth wire protected by 15 mm bore (medium grade) galvanized iron pipe and other end connected with main switch board or Earthing test point as directed,including necessary earth work and disposal of spoil to a distance not exceeding 50 metre and necessarytesting on completion inclduing taking down old one complete all as specified and as directed by the Engineer-in-Charge.
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