Military Engineer Services Tender
To know what Andhra Pradesh government has posted about any AP etender, Bidassist helps us to get a one-stop platform where a registered bidder can have access to the details on each and every eprocurement tender. There is no need to provide the details on the AP E-procurement website i.e. https://www.apeprocurement.gov.in as BidAssist helps us find the specific etender we're looking for. BidAassist has collated each and every Eproc Andhra Pradesh Tender on its website.
Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date
3 Sep 2019Closing Date
9 Sep 2019Tender Amount
₹ 23,70,668Costs
EMD
₹ 59,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_MES_272628_2Bid Award Id
ViewTender No
GE (P)/N/K/TOKEN/8626 OF 2019-20Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Excavation in trenches n. exc.1.5m wide and n. exc. 1.5m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc. 10 Sq.m. on plan and n. exc. 1.5m in depth and getting out in any type of soil complete all as specified and as directed by the Engineer-in-Charge.
-
-
-
M&L for filling under floors, pavement etc. with available soil, spreding and levelling, laid in layers n. exc. 15cm thick and rammed including watering as required complete all as specified and as directed by the Engineer-in-Charge.
190
-
-
Returning, filling in, including spreading, levelling, watering and well ramming in layers n. exc. 25cm complete all as specified and as directed by the Engineer-in-Charge.
-
-
-
M&L for moorum/red bajri filling in floors or pavings, laid in layers n. exc. 15cm thick, spread, levelled and rammed including watering complete all as specified and as directed by the Engineer-in-Charge.
36
-
-
Removing excavated soil to a distance n. exc. 50m and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge.
-
-
-
Excavating in post holes (or similar holes) each n. exc. 0.5 Cu.m., getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc. 25cm, in any type of soil complete all as specified and as directed by the Engineer-in-Charge.
25
-
-
M&L for hardcore of gauge n. exc. 63mm, deposited, spread and levelled in layers n. exc. 15cm thick, watered and rammed to a true surface complete all as specified and as directed by the Engineer-in-Charge.
-
-
-
M&L for PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
-
-
-
M&L for PCC 1:2:4 type B2 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
6
-
-
M&L for PCC 1:3:6 type C1 (Using 20mm graded stone aggregate) in copings, lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge.
1.2
-
-
M&L for PCC 1:2:4 type B1 (Using 20mm graded stone aggregate) in copings/benching, lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge.
-
-
-
M&L for PCC 1:3:6 type C2 (Using 40mm graded stone aggregate) as in surface channels and drains complete all as specified and as directed by the Engineer-in-Charge.
5
-
-
M&L for precast PCC 1:2:4 type B1 (Using 20mm graded stone aggregate) in kerb stones, window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and set in cement mortar 1:4 complete with joints to match complete all as specified and as directed by the Engineer-in-Charge.
8
-
-
M&L for precast cement concrete louvres and jallies, 35mm thick in PCC 1:2:4 type B0 (Using 12.5mm graded stone aggregate) (measured solid), including all mouldings but excluding frame, in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.
-
-
-
M&L for RCC 1:1½:3 type A1 (Using 20mm graded stone aggregate) as in footings, plinth beams and the like complete all as specified and as directed by the Engineer-in-Charge.
-
-
-
M&L for RCC 1:1½:3 type A1 (Using 20mm graded stone aggregate) as in columns and pillars complete all as specified and as directed by the Engineer-in-Charge.
1
-
-
M&L for brickwork with fly ash bricks, straight or curved on plan exc. 6m mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
-
-
-
Use and waste of form work to sides of foundation/ footings, plinth beams and similar work for rough finished surfaces complete all as specified and as directed by the Engineer-in-Charge.
-
-
-
Use and waste of form work to sides of columns and pillars for fair finished surfaces complete all as specified and as directed by the Engineer-in-Charge.
1.6
-
-
S&F reinforcement TMT steel bars of 10mm dia. and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia. or securing with clips or welded complete all as specified and as directed by the Engineer-in-Charge.
-
-
-
All as per item No.23 above but 6 to 8mm dia.
-
-
-
All as per item No.23 above but 5mm dia. and over upto and including 10mm dia. as in stirrups, spacers and binders.
-
-
-
M&L for 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 for portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc for ornamental and intricate design complete all as specified and as directed by the Engineer-in-Charge.
150
-
-
S&F mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe 410 -W (Gde- E- 250) quality-A complete all as specified and as directed by the gineer-in-Charge.
350
-
-
S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.-240 and is painted one shop coat of zinc chromate primer paint (including preparation of surface) at sontractor’s workshop before fabrication complete all as specified and as directed by the Engineer-in-Charge.
3090
-
-
S&F 12mm dia. 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, n. exc. 5cm long complete all as specified and directed by the Engineer-in-Charge.
20
-
-
S&F pre-painted galvalume aluminum zinc coating GI based corrugated 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 complete all as specified and as directed by the Engineer-in-Charge.
190
-
-
S&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 complete all as specified and as directed by the Engineer-in-Charge.
5
-
-
M&L for 75mm thick PCC 1:3:6 type C1 (Using 20mm graded stone aggregate) as in sub base for flooring complete all as specified and as directed by the Engineer- in-Charge.
-
-
-
M&L for chequered designer cement concrete tiles 30cmx30cmx25mm thick, set, jointed and pointed in neat cement slurry in floors with white or grey cement and pigments over 20mm thick screed bed in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.
-
-
-
M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
-
-
-
M&L for preparion of new plastered surfaces of walls and applying two coats of weather proof exterior emulsion over one coat of primer complete all as specified and as directed by the Engineer-in-Charge.
-
-
-
M&L preparation of new or previously untreated steel surfaces of any description, n. exc. 10cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a priming coat of red oxide zinc chrome primer complete all as specified and directed by the Engineer-in-Charge.
-
-
-
Cutting & screwing existing steel tubing of size 15mm for alterations or additions complete all as specified and as directed by the Engineer-in-Charge.
1
-
-
Cutting & screwing existing steel tubing of size 25mm for alterations or additions complete all as specified and as directed by the Engineer-in-Charge.
1
-
-
Cutting & screwing existing steel tubing of size 40mm for alterations or additions complete all as specified and as directed by the Engineer-in-Charge.
1
-
-
S&F 15mm dia. GI water tubing 'medium grade' conforming to IS 1239 (Part-I) with all fittings such as bends, tees, short pieces, connectors elbows, reducers, unions, sockets etc., and laid in trenches, including testing complete all as specified and directed by the Engineer-in-Charge.
30
-
-
S&F 25mm dia. GI water tubing 'medium grade' conforming to IS 1239 (Part-I) with all fittings such as bends, tees, short pieces, connectors elbows, reducers, unions, sockets etc., and laid in trenches, including testing complete all as specified and directed by the Engineer-in-Charge.
20
-
-
S&F 40mm dia. GI water tubing 'medium grade' conforming to IS 1239 (Part-I) with all fittings such as bends, tees, short pieces, connectors elbows, reducers, unions, sockets etc., and laid in trenches, including testing complete all as specified and directed by the Engineer-in-Charge.
15
-
-
S&F 25mm dia. gun metal globe or gate valve with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and as directed by the Engineer-in-Charge.
1
-
-
S&F 40mm dia. gun metal globe or gate valve with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and as directed by the Engineer-in-Charge.
1
-
-
S&F 500 Litres capacity rotational moulded polyethylene water storage tank (cylindrical vertical with closed top) two layered ISI marked hoisted and fixed in position complete all as specified and as directed by the Engineer-in-Charge.
1
-
-
S&F 700 Litres capacity rotational moulded polyethylene water storage tank (cylindrical vertical with closed top) two layered ISI marked hoisted and fixed in position complete all as specified and as directed by the Engineer-in-Charge.
1
-
-
S&F steel tubular swaged poles of type 410 SP-31, 9m long complete with CI base plate and finial taper plug, bolts, nuts and screws complete all as specified and as directed by the Engineer-in-Charge.
6
-
-
S&F LED street light fitting pressure die cast aluminium housing with heat resistant toughened glass and IP 65 protection luminaries of capacity 60 Watt, 230 Volts, 50 Hz complete all as specified and as directed by the Engineer-in-Charge.
Make: Crompton Cat. Part No.LSTP-60-CDL or equivalent in Phillips/Havells/Wipro/C&S
6
-
-
S&F LED post top lantern 40 W, single phase, 240 V, 50 Hz, IP 65 protection with all accessories complete all as specified and as directed by the Engineer-in-Charge.
Make: Crompton MAPLE Cat. Part No.LPTO-40-CDL or equivalent in Phillips/Havells/C&S/Wipro
2
-
-
S&F timelite distribution board 32 Amps, 3 pole, 230 Volts with digital time switch and contactor fitted inside steel metal enclosure including all accessories with foundation complete all as specified and as directed by the Engineer-in-Charge.
Make: Indoasian Cat. Part No.TIMELITE DB TL 032DB0 or equivalent model in L&T/C&S/SIEMENS
1
-
-
S&F hot moulded (FRP) jucntion box for street light pole with locking arrangementt with IP-65 protection of size 280x200mm with 32 Amp 4 way heavy duty terminal block with 10 Amps MCB SP and two steel bracket to fix with pole complete all as specified and as directed by the Engineer-in-Charge.
Make: Sintex or equivalent
6
-
-
S&F house service bracket 1.5 mtrs. long GI pipe 40mm dia. medium grade two Nos. 90 degrees bends MS hook and stay or guy complete all as specified and as directed by the Engineer-in-Charge.
6
-
-
Supply and laying LT underground cable XLPE insulated and sheathed armoured cable 1100 Volts 2 core 10 Sq.mm. aluminium conductor in trenches/poles and connecting with all accessories complete all as specified and as directed by the Engineer-in-Charge.
718
-
-
Supply and spread clean river sand as cable cushioning for protection of cable to be laid in trenches all as per SSR Part-I complete all as specified and as directed by the Engineer-in-Charge.
Note: Only punned thickness of 18cm will be measured for the purpose of payment.
31.4
-
-
M&L common burnt bricks, sub class 'B' of size 230x115x 75mm for cable protection complete all as specified and directed by Engineer-in-Charge.
3880
-
-
Supply and laying steel tubing galvonised 20mm bore light grade with all fitting for cable protection complete all as specified and as directed by the Engineer-in-Charge.
18
-
-
M&L for earthing with copper earth plate electrode 60cmx60cmx6mm buried directly in ground vertically to a depth of not less than 2.25m below ground level with the top edge not less than 1.5m below ground level connected to 4mm dia. GI wire as earth lead by means of bolts, nuts and washers including necessary earthwork & excavation, CI cover, watering pipe funnel, PCC pit etc. complete and frame work complete all as shown in electrical plate No.3 of MES Sch ‘A’ Part-I complete all as specified and as directed by the Engineering-in-Charge.
Note: The rate deemed to be included earth pit chamber, CI cover etc. and earth wire from earth pit to test point upto 7.5m length.
3
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements