}

Repair Replacement Of Rcc Chajja And Fascia , Ceiling And Cracked Rcc Ac Tank At Kanjoli Line Bharatpur, GE Bharatpur-Rajasthan

Military Engineer Services-MES has published Repair Replacement Of Rcc Chajja And Fascia , Ceiling And Cracked Rcc Ac Tank At Kanjoli Line Bharatpur. Submission Date for this Tender is 07-01-2021. Shed Construction Tenders in GE Bharatpur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

26250242
Corrigendum : Repair Replacement Of Rcc Chajja And Fascia , Ceiling And Cracked Rcc Ac Tank At Kanjoli Line Bharatpur
National Competitive Bid
Indian
Rajasthan
GE Bharatpur
07-01-2021

Tender Details

Repair Replacement Of Rcc Chajja And Fascia , Ceiling And Cracked Rcc Ac Tank At Kanjoli Line Bharatpur

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 31-Dec-2020 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 07-01-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 95000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Reapir/Replacement of RCC Chajja & fascia, Ceiling and cracked RCC-AC tank at Kanjoli Line Bharatpur
Sl. No. Item Description Item Code / Make Qty Units
1 1 M&L for Demolition of concrete of any description & in any position not otherwise specifically provided for (unreinforced) complete all as specified and as directed by Engineer in Charge. 28 Cum
2 2 M&L for Demolition of Roofs, floors (other than ground floors), beams staircases, landing, chajjas, & similar suspended work Cement concrete including cutting of reinforcement complete all as specified and as directed by Engineer in Charge. 14.18 Cum
3 3 Dismantling water tanks of any description & removing to store exc 250 & n exc 500 litres complete all as specified and as directed by Engineer in Charge. 15 Each
4 4 Dismantling water tanks of any description & removing to store exc 500 & n exc 1000 litres complete all as specified and as directed by Engineer in Charge. 10 Each
5 5 Cutting chases, pinning in, making good to facings where required and pointing in CM(1:3) to ends or edges of landings, steps, cills,sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc. and making good, cutting exc. 20cm girth in brick wall complete all as specified and as directed by Engineer in Charge. 41 Sqm
6 6 Cutting chases, pinning in, making good to facings where required and pointing in CM(1:3) to ends or edges of landings, steps, cills,sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc. and making good, cutting exc. 20cm girth in Stone, concrete block or slab walls complete all as specified and as directed by Engineer in Charge. 16.2 Sqm
7 7 M&L Sand stone slabs 20-30 mm thick in sunshades, chajjas, shelves, cills, landings, cover stones, templates, etc, n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in CM(1:4), complete all as specified and as directed by Engineer in Charge. 168 Sqm
8 8 M&L for providing cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps, seismic and othe similar bands, plinth courses, bed plates, copings, kneelers, apex stones, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork all as directed by Engineer-in-charge. 10 Cum
9 9 M&L new 1000 ltr ISI marked rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) with thread type cover and fixed with screw hoisted and fixed in position all as specified in SSR part-I complete all as specified and as directed by Engineer in Charge. 20 Each
10 10 M&L new 500 ltr ISI marked three layer rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) with thread type cover and fixed with screw hoisted and fixed in position all as specified in ssr part-I complete all as specified and as directed by Engineer in Charge. 30 Each
11 11 S&F in repair Ball valves 15mm bore high pressure of PTMT with epoxy coated Aluminium rod & high-density plastic bal screwed for iron pipe & fixed. (min. weight 15mm-142 gms) Make PRAYAG complete all as specified and as directed by Engineer in Charge. 5 Each
12 12 Ditto all above item no 11 but fixing only in repairs complete all as specified and as directed by Engineer in Charge. 25 Each
13 13 S&F in repair Ball valves 20mm bore high pressure of PTMT with epoxy coated Aluminium rod & high-density plastic bal screwed for iron pipe & fixed. (min. weight 20mm-210 gms) complete all as specified and as directed by Engineer in Charge. 10 Each
14 14 Ditto all above item No 13 but fixing only in repairs complete all as specified and as directed by Engineer in Charge. 20 Each
15 15 S&F for PVC tank threaded type fixed with stainless steel screw not less than 25mm in repairs complete all as specified and as directed by Engineer in Charge. 65 Each
16 16 M & L for Mild steel hollow sections uto 3.25 mm wall thickness,fixed independently, without connecting plates etc cut to length (cut to ordinary length ie within 20 mm of the length indicated) complete all as specified and as directed by Engineer in Charge. 3550 Kg
17 17 S&F 1.50 mm dia Mild steel wire 40x40 mm welded mesh, made up into mattress or cages,lapped wired and laid in position including closing after filling complete all as specified and as directed by Engineer in Charge. 900 Sqm
18 18 S&F Mild steel, corrugated steel sheet 1.25mm thick in wall cladding, steel gates & similar work, cut to size, holes punched; including round headed screws, clout nails or rivets & fixed to wood or steel framing with plain 40mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and as directed by Engineer in Charge. 350 Sqm
19 19 S&F Rolled mild steel Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lenghts i.e. within 20mm of the length indicated) GDE Fe 410-0 W (Gde E-250) quality A complete all as specified and as directed by Engineer in Charge. 200 Kg
20 20 S&F Rolled mild steel sections as in main & cross beams, hip & jack rafters; purlins where connected to common rafters & running rails & guides for sliding doors; fixed with angle cleats or other connecting plates GDE Fe410-0 or Fe 310-O complete all as specified and as directed by Engineer in Charge. 200 Kg
21 21 Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required; hooks (stay), heavy, for large gates; hook & pintel hinges; large hasps & 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 & three way straps,plate washers & similar small articles conforming to Fe290-0 Gde E-165 complete all as specified and as directed by Engineer in Charge. 150 Kg
22 22 Painting to new or prevously untreated steel surfaces of any description over 10 cm in width or girth with two coats of synthetic enamel paint over a coat of zinc chrome primer including preparatin of surfaces complete all as specified and as directed by Engineer in Charge. 1100 Sqm
23 23 Taking down cement or cement lime plaster, any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and as directed by Engineer in Charge. 3560 Sqm
24 24 M&L Rough Cast Plaster, under coat 10 mm thick of CM (1:3) on fair faces of brick or stone wall and plastic state the Rough cast mixture of crushed stone aggregate 6 to 12 mm mixed with coarse sand and cement ratio of 1:1:1 shall be applied and finished even complete all as specified and as directed by Engineer in Charge. 440 Sqm
25 25 M&L Rendering 10mm thick on stone masonry surfaces or surface other than fair face of brickwork in CM (1:6) 600 Sqm
26 26 M&L Rendering 10mm thick on fair faces of brick work or concrete surfaces in CM (1:6) finished even & smooth (without using extra lime or cement) complete all as specified and as directed by Engineer in Charge. 2220 Sqm
27 27 Cutting chases, pinning in, making good to facings where required and pointing in CM(1:3) to ends or edges of landings, steps, cills,sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cutting not exc 10cm girth in Stone, concrete block or slab walls complete all as specified and as directed by Engineer in Charge. 480 Rm
28 28 Cutting holes into or through brick walls built in cement mortar or cement lime mortar & stone walls built in lime mortar and making good in CM(1:3) or PCC(1:2:4) type B-1 as required Superficial area not exc 150 Sq CM complete all as specified and as directed by Engineer in Charge. 720 Per CM of Depth (of Cutting)
29 29 M&L PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate complete all as specified and as directed by Engineer in Charge. 18 Cum
30 30 Brickwork with subclass `B' bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and as directed by Engineer in Charge. 83 Cum
31 31 Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and as directed by Engineer in Charge. 83 Cum
32 32 Hard drawn steel wire fabric cut to lenghts, bent to shape required & tying with & including mild steel wire (annealed) not less than 0.9mm in dia supplied & fixed in reinforcement Weight per square metre n exc 4 Kg complete all as specified and as directed by Engineer in Charge. 580 Kg
33 33 Roughening surfaces of old concrete surface of any position by picking, sweeping clean and washing down with water to remove dust, etc. complete all as specified and as directed by Engineer in Charge. 250 Sqm
34 34 M&L Granolithic concrete 1:1:2 topping 30mm thick; laid over surface of any position & finished to an even & fair surface complete all as specified and as directed by Engineer in Charge. 250 Sqm
35 35 M&L Precast cement concrete type B1 (1:2:4) using 20 mm graded aggregate set in CM(1:4) in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces complete all as specified and as directed by Engineer in Charge. 7.5 Cum
36 36 M&L Mild steel TMT bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality 300 Kg
37 37 M&L Mild steel TMT bars 6mm to 8mm dia,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality 800 Kg
38 38 M&L Rendering 10mm thick on fair faces of brick work or concrete surfaces in CM (1:3) in ceiling complete all as specified and as directed by Engineer in Charge. 300 Sqm
39 39 Applying two coats of cement base paint, white or tinted on new wall surface including preparation of surface complete all as specified and as directed by Engineer in Charge. 3660 Sqm
40 40 Applying two coats of cement base paint, white or tinted on new ceiling surface including preparation of surface complete all as specified and as directed by Engineer in Charge. 30 Sqm
41 41 Applying two coats of Distemper oil emulsion, white or tinted on new wall surface including preparation of surface complete all as specified and as directed by Engineer in Charge. 100 Sqm
42 42 Applying two coats of Distemper oil emulsion, white or tinted on new ceiling surface including preparation of surface complete all as specified and as directed by Engineer in Charge. 270 Sqm
43 43 Applying one coats of Distemper oil emulsion, white or tinted on old wall surface including preparation of surface complete all as specified and as directed by Engineer in Charge. 2000 Sqm
44 44 Applying one coats of cement base paint, white or tinted on old wall surface including preparation of surface complete all as specified and as directed by Engineer in Charge. 1800 Sqm
45 45 Taking down Shutters of any description n exc 1 sq.m each complete all as specified and as directed by Engineer in Charge. 250 Per Leaf
46 46 Taking down Shutters of any description exc 1 sq. m and n exc 2 sq. m each complete all as specified and as directed by Engineer in Charge. 150 Per Leaf
47 47 Dismantling boarding, any description, fixed in any position with screws complete all as specified and as directed by Engineer in Charge. 560 Sqm
48 48 M&L for 18 mm thick PVC boarding shutters of density exc 550 Kg per Cum but nexc 600 Kg per Cum one side decorative lamination & other sidebalancing lamination sheet fixed with brackets, screws etc, Panels shall be fabricated using adhesive and screws wherever required all the edges shall be coverd with 18 mm x 1 mm thick edge bending tape or 90 degree edge bend finish as per manufactrure specification or approved pattern complete all as specified and as directed by Engineer in Charge. 550 Sqm
49 49 M&L for 18 mm thick PVC boarding shelves of density exc 550 Kg per Cum but nexc 600 Kg per Cum one side decorative lamination & other sidebalancing lamination sheet fixed with brackets, screws etc, Panels shall be fabricated using adhesive and screws wherever required, Supported for three sides with 18 mm x 18 mm PVC Ply fixed with Screw all the edges shall be coverd with 18 mm x 1 mm thick edge bending tape or 90 degree edge bend finish as per manufactrure specification or approved pattern complete all as specified and as directed by Engineer in Charge. 360 Sqm
50 50 M&L for solid PVC wall lining consisting of 5 mm thick plain colour PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specifications and drawing complete all as specified and as directed by Engineer in Charge. 200 Sqm
51 51 M&L for 5 mm thick PVC sheet fillet of width 35 mm for wall paneling inclusive of fixing on to wall to make PVC frame as per specification and drawing complete all as specified and as directed by Engineer in Charge. 1500 Rm
52 52 S&F for stainless steel tubular section high strength grade of shape square/round/rectangular as approved ranging 25 mm to 31 mm, including grouting vertically with slab by min 10 dia machine made stainless steel nut and screwed one end other end round head not less than 75 mm and making good to match with adjoining floor/slab surfaces complete all as specified and as directed by Engineer in Charge. 375 Kg
53 53 S&F for stainless steel tubular section high strength grade of shape square/round/rectangular as approved ranging 12 mm to 24 mm, including securing with adjoining SS material as per approved pattern and making good to match with adjoining surfaces complete all as specified and as directed by Engineer in Charge. 150 kg
54 54 S&F Stainless steel handle of 125 mm size as per approved sample for shutter complete all as specified and as directed by Engineer in Charge. 400 Each
55 55 S&F Magnet catch for shutters as per approved sample complete all as specified and as directed by Engineer in Charge. 400 Each
56 56 S&F soft closing hinges O 'Dgree' high grade mild steel, bright finish or electrogalvanised as per approved sample for shutters complete all as specified and as directed by Engineer in Charge. Make:- Ultrafresh /Kitchen gold or equivalent 1200 Each
57 57 S&F solid steel electroplated cabinet security lock reversible system with min two key cylinder length suitable for 18-20 mm cupboard shutter complete all as specified and as directed by Engineer in Charge. 400 Each
58 58 S&F Sheet glass 4.0mm thick, ordinary quality & glazing with oil putty in square but 0.5 sq.m in each pane complete all as specified and as directed by Engineer in Charge. 25 Sqm
59 59 Labour only for chamfers, splays, grooves, rebates, rounded angels, rounded nosing, tongued and grooved edges exc 3mm but nexc 75 mm in girth of hardwood complete all as specified and as directed by Engineer in Charge. 320 Rm
60 60 S&F coloured powder coated mild steel Continuous (piano) hinge, width of flaps (when open) is 30mm complete all as specified and as directed by Engineer in Charge. 1600 Rm
61 61 S&F 150 mm long Hasp and staple, safety type,aluminium anodised with mild steel hinge pin including bolt to hinge plate and fixed with screws complete all as specified and as directed by Engineer in Charge. 400 Each
62 62 Removing building materals etc., (other than spoil payable under items 99 to 102 in Section 3-Earthwork) to a distance of 2.0 Km or under, beyond the lead included in the rates, including loading, unloading & stacking at the destination complete all as specified and as directed by Engineer in Charge. 75 Per Load
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail