Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Eprocure
Opening Date28 Sep 2024
Closing Date29 Oct 2024
Tender Amount₹ 33,00,000 
Notes
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Costs

Description

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BOQ Items

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M&L for brickwork of with subclass 'B' bricks (old size) straight or curved on plan exc 6m mean radius built in cement mortar (1 :6) complete all as specified and directed.

10.5

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M&L for 15 mm thick rendering in cement mortar 1 :4 on fair faces of brick or concrete surfaces finished fair and even surface without using extra cement complete all as specified and directed.

35

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Excavation in post holes (or similar holes) each n exc 0.5 Cum getting out in hard/dense soil, returning, filling, in and ramming earth or broken rubble mixed with earth around in layers n .exc 25cm watering and removing surplus soil to a distance n exc 50Mtr and making good surfaces complete all as specified and directed.

8

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Excavation in post holes (or similar holes) each n exc 0.5 Cum getting out in soft/loose soil, returning, filling, in and ramming earth or broken rubble mixed with earth around in layers n .exc 25cm complete all as specified and directed.

20

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M&L for P.C.C 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete of post hold (including caps and bases) complete all as specified and directed.

4.5

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M&L steel work in tubular trusses including special shaped washer, welding work, rafter/truss etc. bended in shape as required at site, using ERW or induction butt welded tubes conforming to IS-1161, 1979 grade St-240 complete all as specified and directed. Note : Made out of top shape of rafter/MS truss with all fittings & Fixtures will be cup and bend if required at site as directed by Engr-in-Charge.

1674

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S&F 10mm thick polycarbonate hollow transparent roof sheeting with all fitting and of any size required at size shall be fixed to roof / wall cladding at proper position complete all as specified and directed.

112

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M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over and including a coat of zinc chrome red oxide primer over 10cm width or girth complete all as specified and directed.

164

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M&L for preparation of nen steel surfaces and applying two coats of synthetic enamel paint over and including a coat of zinc chrome red oxide primer n exc 10cm width or girth complete all as specified and directed.

2.45

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Dismantling plain or corrugated steel sheeting any gauge, thickness, including Naintal or similar pattern roof coverings complete all as specified and directed.

224

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S&F Pre- painted galvatume 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 directed.

320

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S&F Pre- painted galvatume 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 directed.

164

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Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.

20

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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; ralings; framework of water taks and similar work conforming to Fe-290 Gde-E-165 complete all as specified and directed.

2000

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M&L for preparation of new or previously untreated steel sufaces of any description and not exc. 10cm width or girth when unconnected with other painting or when painted in a different tint applying two coats of synthetic enamal paint over and including a coat red oxide zinc chrome primer complete all as specified and directed.

200

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M&L for preparation of old steel surfaces of any description not other wise described over 10cm width or girth and applying two coat of synthetic enamel paint complete all as specified and directed.

5016

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S&F in repair mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe 290 Gde E-165 complete all as specified and directed.

1200

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Hacking out old broken glass (any thickness, size quality or description) from wooden frames or stone, concrete or brick surrounds glazed with putty or fixed with beads complete all as specified and directed.

155

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S&F 3.00 mm thick figured glass, pin head type and glazing with oil putty in squares n exc 0.5 sq.m in each pane complete all as speciifed and directed.

155

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Surface excavation in soft/loose soil n exc 30 cm deep and averaging 15 cm deep and getting out complete all as specified and directed.

358.67

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Removing excavated soil not exceeding 50 m distance and depositing where directed at alevel n exc 1.5 metre above the starting point . complete all as specified and directed.

25.3

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M&L hardcore of broken stone or boulder of gauge n exc 63 mm , deposited spreaded , levelled in layers n exc 15 cm thick watered and rammed to true surface complete all as specified and directed.

53.55

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M&L 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base complete all as specified and directed.

367.14

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M&L of Machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and directed.

167

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M&L of Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.

4.18

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Providing precast cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in kerb stone, 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, anchorage blocks, bonders (for stone wall). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar complete (1:4) with joints to match complete all as specified and directed.

13.92

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M& L for providing precast cement concrete in 1:2:4 type B1 using 20 mm graded stone aggreate as in cover slab (for drain etc), chullah hoods including necessary formwork complete all as specified and directed.

0.56

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Mild steel TMT bars 10 mm dia & over, cut to length, bent to shape required including cranking, bending, spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia., complete all as specified and directed.

62.93

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M&L reinforced concrete pipes, 300mm dia bore class NP3, laid and jointed complete with collars all specified and directed.

5

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M&L for preparation of newly plastered surfaces of wall and applying three coat of white wash complete all as specified and directed.

27.52

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Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165

1250

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Dismantling and S&F curved roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc conforming to Fe 410 W (Gde-E-250) quality A and also dismantling etc complete all as specified and as directed.

1205

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M&L for 75 mm thick PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in floor complete all as specified and directed.

200.14

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Forming contraction (dummy) joint 65mm deep x 10mm wide filled with sealing compound grade A complete all as specified and directed.

12.5

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Removing excavated material (soil) to a distance exc 250m but n exc 500 m and depositing where directed at a level n. exc. 1.5 mtr from starting point complete all as specified and directed.

30

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Surface dressing n exc 15cm deep soft / loose soil complete all as specified and directed.

10.14

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