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Tender For Provision Of Incinerator And Hard Standing Near Bldg No. P-419 And 420 Under Ge (Army) No.02 Jodhpur, jodhpur-Rajasthan

Military Engineer Services-MES has published Tender For Provision Of Incinerator And Hard Standing Near Bldg No. P-419 And 420 Under Ge (Army) No.02 Jodhpur. Submission Date for this Tender is 15-06-2024. Furnace supply Tenders in jodhpur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

43411568
Corrigendum : Tender For Provision Of Incinerator And Hard Standing Near Bldg No. P-419 And 420 Under Ge (Army) No.02 Jodhpur
Open Tender
Indian
Rajasthan
jodhpur
15-06-2024

Tender Details

Tender For Provision Of Incinerator And Hard standing Near Bldg No. P-419 And 420 Under Ge (Army) No.02 Jodhpur

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 08-Jun-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 15-06-2024

Key Value

Document Fees
INR 500 /-
EMD
INR 80000.0 /-
Tender Value
INR 40 Lakhs /-

BOQ Items

Name of Work: PROVN OF INCINERATOR AND HARDSTANDING NEAR BLDG NO. P-419 AND 420 UNDER GE (ARMY) NO.02 JODHPUR
Sl. No. Item Description
1Demolition of Stone sett paving of any description or thickness, laid, bedded and pointed in any mortar and removing debris from the site complete all as per specified and directed.
2Demolition of PCC in ground floors & pavings not exceeding 15 cm thickness (below or above ground level)(unreinforced) and removing debris from the site complete all as per specified and directed.
3M & L for 150 mmthickness Cement concrete type C- 2, (1:3:6) (40mm graded aggregate) as in sub base sub basecomplete all as per specified and directed.
4M&L for cement concrete work in pavement/hard standing of flexural strength 40 Kg/Sqcm in field using 400 kg of cement per cum of concrete minimum 25 cm or less complete all as per specified and directed.
5M&L for Forming contraction (Dummy) joints in traverse direction to the road at a spacing of 3.0 m, 65 mm deep and 10 mm wide filled with sealing compound grade "A" complete all as per specified and directed.
6M&L for Forming Expansion joints 12mm thick and filled with pre-formedbituminous filler and top 30mm primed and sealed with sealing compound grade "A" for 200 mm thick slabs (Every 30.0 m) complete all as per specified and directed.
7Surface excavation not exceeding (not exceeding) 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as per specified and directed.
8Excavation in trenches not exceeding 1.5 m in depth for foundation ,.n.exc. 10 sqm on plan and n.exc1.5 mtr in depth and getting out completein soft/loose soil complete all as per specified and directed.
9M&L Old size brick work using fly ash bricks conforming to IS-12894:2002, non Modular, class designation 7.5, straight or curved on plan exc 6m mean radius, built in cement mortar (1:4) complete all as per specified and directed.
10M & L for cement concrete type D2 1:4:8 (40mm gradedaggregates) in foundation filling and mass concrete and sub base complete all as per specified and directed.
11M&L Providing, cement concrete type B-1, (1:2:4),using 20 mm graded stone aggregate as in roof kerbs or mud stops, rounded or chamfered on edges incl necessary formwork complete all as per specified and directed.
12M&L reinforced cement concrete (nominal mix) (1:1.5:3) type A-1 as in beams, cantilevers, bressummers, lintels over 1.5m span the like incl necessary formwork complete all as specified and directed.
13S & F for MSTMT bars 10 mm dia and over , cut to length , bent to shape required incl cranking bending spirally for hooping for coloumn hooking ends and binding with and incl mild steel wire annealed not less than 0.9mm dia or securing with clips complete all as per specified and directed.
14Ditto -all as per item No 13 above but 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders .
15M & L for 15 mm thick rendering cement plastering on fair faces of brick work or concrete surfaces (1:4)and finished even and fair complete all as per specified and directed.
16M & L for 15 mm thick rendering cement plastering on other than fair faces of brick work or concrete surfaces (1:6)and finished even and fair complete all as per specified and directed.
17Returning, filling in including spreading levelling, watering and well ramming in layers not exceeding 25cm in soft/loose soil as required complete all as per specified and directed.
18Removing excavated materials soilnot exceeding 50mtr and depositing where directed at a level n.exc. 1.5 mtr above the starting point complete all as per specified and directed.
19S&F Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as per specified and directed.
20Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 Complete all as specified.
21Framed 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 per specified and directed.
22S&F 250mm dia flue pipes of mild steel sheet, black, in suitable lengths as approved by the E.I.C. fixed to walls complete all as per specified and directed.
23S&F 1.25 mm thick mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as per specified and directed.
24S&F Expanded metal, weight n.exc 4.00 Kg /Sqm cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members complete all as per specified and directed.
25Preparation of newsteel surfaces of any description over 10cm in width or girth not otherwise described and M&L two coat of synthetic enamel paint over one coat of red oxide complete all as per specified and directed.
26M & Lfor preparation of new plastered surface of wall and applying three coat of white wash complete all as specified and directed.
27M & L for hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete including filling interstices with and including approved fine material complete all as per specified and directed.
28M&L for 75 mm thick PCC (1:3:6) type C1 using 20 mm graded crushed stone aggregate as inplinth protection surface finished fair and evencomplete all as specified. Note :- Plinth protection shall be of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3) complete all as per specified and directed.
29Providing and laying 60mm thick factory made table vibratory, PU mould, chamfered edge cement concrete coloured paver block of M-35 grade with approved design & pattern as in footpath, drive ways or parking etc over and including 50mm thick compacted bed of fine sand and proper embedding/ laying of inter locking paver blocks into the sand bedding layer, filling the joints with sand and cutting of paver blocks as required, complete all as specified and as directed.
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