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Tender For Provision Of Regulating Water Flow At Certain Drainage At Afs Amla, Betul-Madhya Pradesh

Military Engineer Services-MES has published Tender For Provision Of Regulating Water Flow At Certain Drainage At Afs Amla. Submission Date for this Tender is 19-02-2024. Drainage Tenders in Betul Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

41776431
Corrigendum : Tender For Provision Of Regulating Water Flow At Certain Drainage At Afs Amla
Open Tender
Indian
Madhya Pradesh
Betul
19-02-2024

Tender Details

Tender For Provision Of Regulating Water Flow At Certain Drainage At Afs Amla

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 31-Jan-2024 Corrigendum No 1 BOQ 06-02-2024
2 06-Feb-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 13-02-2024
3 13-Feb-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 19-02-2024

Key Value

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

BOQ Items

Name of Work: Provision of regulating water flow at certain Nallas at AFS Amla.
Sl. No. Item Description
1Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; 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 (4.34+12.90)
2M&L for plain cement concrete (1:4:8) Type D-2using 40 mm graded aggregate in foundations, filling and mass concrete below wall complete all as specified and directed.
3M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, leveled and rammed including watering all asspecified and directed.
4M&L of removing excavated material nexc.50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as well as specified (4.35+5.38)
5M & L for reinforced cement concrete (Design Mix) M-25 (using 20 mm graded aggregates)in foundations, including rafts, footings,foundation beams; plinth beams; bases for columns, etc.; basement slabs,under-reamed piles and mass concrete complete all as specified as directedby Engineer-in Charge. (0.56+11.54+23.25)
6M & L for reinforced cement concrete (Design Mix) M-25 (using 20 mm graded aggregates) in columns, pillars, piers, posts and strutscomplete all as specified as directedby Engineer-in Chargecomplete all as specified as directedby Engineer-in Charge
7M & L RCC (Design Mix) M-25 (using 20 mm graded aggregates) in Beams, cantilevers, bressummers, lintels over 1.5m span
8M & L RCC (Design Mix) M-25 (using 20 mm graded aggregates) Slabs supported on walls,beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the likecompleteall as specified
9M & L RCC (Design Mix) M-25 (using 20 mm graded aggregates)Walls, reaining walls,basement walls, ballast walls and the like; any thickness; above top offootings; including attached pilasters and buttressescompleteall as specified (1.65+15.5)
10M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter to obtain fair finished surface complete all as specified as directedby Engineer-in Charge
11M & L for formwork to sides of pillars, posts, struts, piers, columns and stanchionsto obtain fair finished surface complete all as specified as directedby Engineer-in Charge
12M & L Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers , shelves including sup­ ports, overhangs, etc. also splays between floors and beams, etc. to obtain fair finished surface complete all as specified as directedby Engineer-in Charge
13M & L for form works to soffits of suspended slab, beam , such as roof slabs, floor slabs, landing and similar worksnot exceeding 20cm thick, flat for fairfinished surfaces complete all as specified by Engineer-in-Charge
14M&L for Formwork to faces of walls,retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter flat for fairfinished surfaces complete all as specified by Engineer-in-Charge
15M & L for mild steel TMT bars (Fe-500), 8 mm 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 Engineer-in-Charge
16All as per Serial Item No 15 above but 5mm dia and over upto and including 10 mm dia asin stirrups, spacers and binders complete all as specified and directed by Engineer-in-Charge
17Material and labour with Fly ash brick straight or curved on plan existing 6 mtr mean radius built in CM 1:6 all as specified and directed.(8.6+0.28)
18M&L for 15 mm thick rendering in cement morter 1:4 on fair faces of concrete susrfaces finishing the surface even and smooth without using extra cement complete all as specified and directed (59.01+10.4)
19Supply only integral WP compound complete all as specified and directed.
20M&L rendering 10mm thick on concrete/block masonary surfaces in CM 1:6 finished even and smooth with sagol finish complete all as specified and directed.
21M&L rendering 5mm thick on concrete surfaces in CM 1:3 on ceiling, finished even and smooth with sagol all as specified and directed
22M&L two coat of cement based paint over a coat of primer on wall surfaces including preparation of new surfaces complete all as specified & directed.
23M&L two coat oil bound distemper over a coat of alkali resistant primer on wall with thinlayer of 3mm wall care putty (in two layer) including preparation of new plastered surface.
24M&L for preparation of newly plastered surfaces and applying three coats of white wash on ceiling all as specified and directed.
25Cement concrete type B1 (1:2:4) using 20mm grades stone aggregate as in copings, bed plates, fixing of hold fasts and other similar works and the like incl weathering, slightly rounded or chamfered angles and throating as directed incl use and waste of necessary form work complete all as specified. (0.12+0.08)
26S & F mild steel as inframed 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 con- forming to Fe.290.Gde-E-165
27S & F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm but n exc 10cm long complete.
28M&L painting to steel surfaces of any description over 10 Cm width or girth including preparation of new or untreated surfaces and applying with two coats of synthetic enamel paint over one coat of red oxide primer all as specified and directed.
29S & F rolled mild steel Fe 410-W (Gde-E- 250) quality-A rolled sections as in main and cross beams, column, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates conforming the relevant IS specification complete all as specified & directed. Note: Rolled Steel Section will include Square Hollow Section, Channel, angle etc. (124.26+20218.94)
30S & F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as complete all as specified & directed. (10.01+97.50)
31S & F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified
32M & L Hardcoreusing broken stone boulders not exceeding 63mm deposited spread and levelled in layersnot exceeding15 cm thick watered and rammedto a true surfacescomplete all as specified & directed. (1.72+27.04)
33M&L 75 mm thick cement concrete type D2 1:4:8 (40mm graded stone aggt) as insub basecomplete all as specified & directed. (8.6+0.28)
34M&LNon Skid coloured ceramic tilesn.exc 7 to 8mm thick area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm as in floors set and jointed in cement slurry and pointed in coloured cement including provision of screed bed 15 mm thick in CM (1:6) complete all as spd & as directed.
35M&Lglazed ceramic coloured tiles 450x300mm x 8 to 9mm thick on verticlal surface of walls with neat cement slurry incl pointed in white or colourcementto match the shade of tiles, over and incl rendering 15mm thick in CM 1:4 allas specified and as directed. .
36M&L cement concrete 1:3:6 type C-2(40mm graded aggregate) as in floors plinth protection, path etc 75mm thick smooth finished surface without using extra cement complete all as specified and directed.
37Mild Steel works as in bands straps, hold fasts etc, conforming to IS-2062-2006 (Fe-290), embedded portion duly painted with bituminious paint and sanded, complete all as specified.
38Preparing surface of iron and treating small articles such as stop, covers, gully grating, holdfasts, end of posts area exc 0.1 Sqm each complete all as specified and directed.
39S & F solid PVC doorframe of size 50mm x 47mm made out of5 mm plain colour PVC sheet reinforced with MSD square tubeetc all as specified and as directed.
40S & Ffactory made solid PVC moulded door shutter, 30 mm thick 2mm thick wood grain Moulded PVC sheet polyurethane painted on the front face & 2mm plain colour PVC sheet on back face complete all as specified and as directed.
41S&F steel ventilator with top hung shutter including hinges steel peg stay, complete.
42S & F Mild steel butt hinges medium weight , cold rolled, 100mm, ISI marked, complete all as spd .
43S&F 300mm long Aluninium alloy, anodised , sliding door bolt with hasp , staple,(bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts of extruded sections or cast-aluminium alloy complete all as specified and directed.
44S&F 150 mm long aluminium anodised haldles or extruded section complete all as specified and directed.
45M&L aluminium anodised, barrel tower bolts of extruded sectionof size 150 mm complete all as spd .
46M&L Rotational moulded polythylene water storage tanks of capacity 500 ltrs(Cylinderical vertical with closed top) hoisted and fixed in position all as specified and in SSR Part-I, including 15mm dia ball brass valves , high pressure with polythene float and flynut complete screwed for iron pipe and brass ferruleincluding Dismantling water tanks and removing to store complete all as specified and directed.
47S & F inVitreous China wash basin, white, flat back, size 450 x 300 mm excluding water taps waste chain plugs and porcelian stopperbut including brackets
48M&L 10 ltrs capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets.
49S&F vitreous China wash down water closet pan (pedestal pattern), white (excluding flushing cistern and flush pipe) including connection to drain (or outgoing pipe) and to flushing pipe, antisyphonage pipe, etc complete
50S&F plastic water closet seat, black, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device
51S & F 110 mm dia PVC (SWR) pipes, single socketed, in any length with rubber ring joints fixed to wall with and including clampscomplete all as specified and directed by Engineer-in Charge. (5+2)
52S & F 110 mm dia PVC (SWR) bends any radius, provided with access doorcomplete all as specified and directed by Engineer-in Charge.
53M & L 110 mm dia PVC (SWR) floor trap, with grating including jointing with solvent cementall as specified and directed.
54S & F 15 mm dia steel water tubing medium grade galvanized with and including all fittings such as bend, tees , union etc and fixed complete to walls and ceilings or laid in floors all as specified and directed complete as specified and directed by Engr-in-Charge.
55S&F PVC connection 15 mm dia bore with PTMT nut of length 600 mm all as specified.
56S&F15mm fancy type bib tap, chromium plated with crutch or butterfly handle, screwed down , screwed for iron pipe or for brass ferrule complete as specified and directed by Engr-in-Charge.
57S&F in repairsstop valves suitable for 15 mm bore iron pipe,of fancy type, chromium plated, screwed down, high pressure, screwed both ends for iron pipe or for unions.
58S & F Swivel shower of PTMT any colour for fixing with 15mm pipe. (Minimum weight 40gms) withShower arm 15 mm size, 195mm long with bend of 45degree with flange of PTMT any colour. (Minimum weight 40gms)
59S& F Pillar taps, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered "Hot" or "Cold" with long screwed shanks and fly-nuts, screwed for iron pipe and fixed complete all as specified and directed.
60S&FTubular towel rail 20 mm dia D type of 600mm longchromium platedandcomplete all as directed.
61S&F gratings of 100mm dia of PTMT completeall as directed.
62S&F 600mm x 450mm bevelled edge mirror of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete
63S&F Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete in all respect as specified.
64S & Fsoap dish (oval) type, mild steel chromium plated of approximate size 100x50x10mm complete as specified and directed by Engr-in-Charge.
65S&F PVC flexible waste down pipe 32mm dia complete as specified and directed by Engr-in-Charge.
66Demolition of cement concrete reinforced of any description & any position
67Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out hard and dense soil , returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cmcomplete all as specified & directed
68S&F of Fe 410-W(Gde-E-250) quality - A mild steel plates,chequered , 5mm thick or over in thickness in available sizes complete all as specified & directed.
69S & F rolled mild steel Fe 410-W (Gde-E- 250) quality-A as in 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 specified & directed.
70Material and labour for two coats of synthetic enameled paint on steel and iron surfaces over one coat of red oxide primer on surfaces over 10 cm width or girth including preparation of new surfaces complete all as specified & directed
71S & F premium quality open frame design 3 ton (max capacity 4.5 ton) chain pulley block with chain and 3 meter lifting capacity and double fall mechanism made of high quality hardened triple spur gears of grade 80 alloy, steel load chain and zinc plated hand chain, reinforced double pawl spring for higher braking efficiency, having load chain diameter 8x24mm , overall dimension 161x199x465x50x40xmm and overall self weight 25.6 kg approx complete all as specified & directed. Make: LIFTIT
72S & F carbon steel , zinc plated wedge type fully threaded design expansion anchor bolt of size 12mm dia x150 mm length suitable for concrete , rounded end for easy insertion complete all as specified & directed. Make: B.K Jagan and Co. Part No. 154FDR2
73S & FMild steel bars but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping forcolumns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete (495.33+1198.56)
74Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge
75M& L Plain Cement concrete 1:3:6 type C-2 using 40 mm aggregate in foundations, filling and mass concretecomplete.
76M& L Formwork (Rough Finish) to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete.
77M & L (Fair Finish) Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete.
78S & F Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping forcolumns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete
79Returning , filling in, includidng spreading , levelling , watering and well ramming in layers not exc 25 cm in sof/loose soil complete all as specified and directed. (11.16+11.81)
80Exacavation in over areanot exceeding 1.5m deep and getting out in soft/loose soil complete as specified and directed by Engr-in-Charge.
81M&Lfor RCC drain pipes 150mm , class NP-3 laid in trenches and jointed complete with collar all as specified complete as specified and directed by Engr-in-Charge.
82M&L for PCC 1:4:8 type D-2 (40mm gde stone agg) as in concrete bed to RCC drain pipes including packing under and hunching against side of pipes with concrete after they are laid and join ted, dia of pipe 150mm complete as specified and directed by Engr-in-Charge.
83S & FPVC (SWR) junction single (single T) equal or unequal 110mm bore, provided with access doorcomplete all as specified and directed by Engineer-in Charge.
84S & F100 mm PVC (SWR) vent cowl completecomplete all as specified and directed by Engineer-in Charge.
85Reinforcement Cement concrete type B0 (1:2:4) using 12.50 mm grades stone aggregate as in cover slab for draine & manholes etc. as directed incl use and waste of necessary form work complete all as spd.
86M&L TMT bars 6mm to 8mmdia and over cut to length, bent to shape required including cranking, bending hooking ends, and binding with mild steel wire not less than0.9 mm diacomplete all as specified andas directed.
87S&F Eco- Friendly PE Septic Tank of 1.5 CUM capacity and approx size 2000x1050x1060 for 10 to 12 userPolyethylene septic tank of any color with chemical resistance, corrosion resistance, fire resistanceand with viewing port, vent port sewage inlet and waste water outlet complete ete all as specified & directed.
88Note:- The amount against the Schedule of Credit mentioned in the tender document shall be deducted from the total amount quoted against Sch "A" while deriving the Contract Sum for Acceptance.
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