Military Engineer Services Tender
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Costs
EMD
₹ 88,800Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_691220_1Tender No
CWE/HSR/ALW/58 OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://defproc.gov.in
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Documents
BOQ Items
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Supply only integral water proofing compound.
2950
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Material & labour for rendering 20 mm thick in cement mortar 1:4 over RCC Roof mixed with water proofing compound @ 3% by weight of cement or manufacturer instruction finished even and fair complete all as specified and as directed. (Note;- water proofing compound shall be measured and paid separately as supply only)
3600
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M & L for ponding test by filling 75 mm deep water over roof by making necessary arrangement to fill the complete roof slab at least for 72 hours complete all as specified and as directed.
3600
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M & L for preparing RCC roof surfaces with wire brush drying and cleaning to remove all foreign materials and washing with water to remove loose particle and applying three course water proofing treatment with APP modified bituminous water proofing membrane with polyester reinforcement and plain finish of 3 mm thick (total weight of the finished membrane not less than 3.8 kg/ sqm ± 5 % per sqm) confirming to IS 16532: 2017 consisting of first course of bitumen primer conforming to IS 3384: 1986 @0.40 litre per sqm, second courses of bonding material of industrial bitumen of grade 85/25 conforming to IS 702: 2022 @ 1.20 kg per sqm and third course of APP membrane and including sealing all joints, overlapping etc. using Butane Torch as per Annex D of IS 16540: 2017 complete all as specified and as directed.
3600
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M & L for PCC benching/ angle filleting at the junction of parapet and RCC roof in M15 (Nominal Mix) using 12.5 mm nominal size crushed stone aggregate mixed with water proofing compound as mentioned in Annex D of IS 16532: 2017, IS 16540: 2017 compound complete all as specified and as directed.
3
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M & L for cutting grooves or chase in brick wall, 75 mm wide and 65 mm deep and including filling with cement mortar 1:4 mixed with water proofing compound as mentioned in Annex D of IS 16532: 2017, IS 16540: 2017 complete all as specified and as directed.
2000
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M & L for applying two cots of heat reflective high SRI (solar reflecting index) paint having minimum SRI of 108 as per ASTM E 1980, VOC less than 10 cc/gm. The coating thickness and the methodology of application shall strictly as per manufacturer's specifications and as approved by the Engineer-in-Charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., washing with water all complete. The contractor shall give guarantee for the performance of SRI and also the durability of coating, complete all as specified and as directed. Note: (a) The product shall have been included in the GRIHA Product catalogue.
3600
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M & L for bitumastic gola, with 85/25 industrial grade bitumen and coarse sand mixture. 1:3 by weight, 8 cm X 8 cm at the junction of roofing to vertical surfaces complete all as specified and as directed.
180
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Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. complete all as specified and as directed.
10
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M & L for brick work with fly ash bricks of class designation 7.5 and non-modular size as per IS 12894: 2002, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed.
10
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Material and labour for plastering 15 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and as directed.
70
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Removing old filler board from expansion joint, cleaning and removing all dust and dirt using high pressure air jet cleaners and providing and fixing 300 mm wide and 30 to 40 mm thick bitumen impregnated fibre fillers for expansion joints as per IS 1838 (Prat 1): 1983 after and including application of epoxy base adhesive on the surfaces and including sealing the joint with EPDM sheet 300 mm wide and make joint leak proof with sealant complete all as specified and as directed.
90
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S & F plain, aluminium sheeting, alloy of grade designation 31000, temper designation (condition) H14 or H24, 0.56 mm thick conforming to IS 737: 2024 over crumple section with necessary fixing bolts, screws, washers including taking down old sheet complete all as specified and as directed.
40
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M & L for preparing new plaster surfaces of walls including chajjas, facias etc. and applying premium acrylic smooth exterior paint (100% acrylic) with silicone additives in two or more coats, that offers an anti-algal, excellent resistance to ultraviolet radiation, dirt pick up resistance (DPUR) property, rich sheen, low VOC, of approved shade over a coat of primer as per the manufacturer’s instructions, applying using brush, keeping the gap/ the interval in subsequent coats, including scaffolding, trestles, ladders, cradles and necessary safety measures complete all as specified and as directed. Note: - The paint shall be as per Apex Ultima of Asian Paints or equivalent of Make mentioned under Appendix "B".
70
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M & L for complete removal of existing finish on walls including chajjas, facias etc and preparing and applying white cement based polymeric putty conforming to IS 17545: 2021, average thickness 2 mm on old plastered surfaces completely removed from the existing treatment, mixed with water in mechanical mixer, applying in one or more coats not exceeding the recommended thickness and keeping the gap/ the interval in subsequent coats, applying on the moistened wall surface uniformly in an upward direction with the help of a putty blade complete as per the manufacturer’s instructions and complete all as specified and as directed.
1375
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Material and labour for applying two coats of plastic emulsion paint (as per IS 15489: 2024), interior grade type, class-A (matt finish) over and including one coat of primer as per the manufacturer’s instructions on plastered surfaces of wall treated with any type of putty complete all as specified and as directed.
1375
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S & F in repairs 20 mm nominal size brass float valve, high pressure, with polythene float and flynut, screwed for iron pipe and fixed complete all as specified and as directed.
12
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S & F in repairs 25 mm gun metal, globe or gate valve with iron wheel head, screwed both ends for iron pipe and fixed to pipe complete all as specified and as directed.
18
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Taking up or down 15 mm bore of steel tubing and connections, including cleaning for refixing or removal to store or taken on schedule of credit complete all as specified and as directed.
200
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Taking up or down 20 mm bore of steel tubing and connections, including cleaning for refixing or removal to store or taken on schedule of credit complete all as specified and as directed.
300
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Supplying & fixing to walls and ceilings or laid in floors 15 mm nominal bore, medium grade, galvanised coated steel tube conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 complete all as specified and as directed.
200
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Supplying & fixing to walls and ceilings or laid in floors 20 mm nominal bore, medium grade, galvanised coated steel tube conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 complete all as specified and as directed.
300
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M & L for cement concrete M15 (Nominal Mix) using 12.5 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and as directed.
5
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M & L for cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and as directed.
3
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Dismantling water tanks capacity exceeding 250 litres but not exceeding 500 Litres and keeping aside for credit complete all as specified and as directed.
8
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S & F rotational moulded polyethylene double layer water tanks (vertical cylindrical with close top) as per IS 12701: 1996 of 500 litres capacity hoisted and fixed in position including provision of 20 mm /15 mm dia medium grade GI pipe for connecting inlet, outlet, over flow and washout pipes complete all as specified and as directed.
8
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Dismantling water tanks capacity exceeding 500 litres but not exceeding 1000 Litres and keeping aside for credit complete all as specified and as directed.
4
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S & F rotational moulded polyethylene double layer water tanks (vertical cylindrical with close top) as per IS 12701: 1996 of 1000 litres capacity hoisted and fixed in position including provision of 20 mm /15 mm dia medium grade GI pipe for connecting inlet, outlet, over flow and washout pipes complete all as specified and as directed.
4
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S & F plain profile bracket (A2) to maintain gap of 75 mm from wall as per HQ Chief Engineer Jaipur Zone drawing No. TD/2022/102 complete all as specified and as directed.
180
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S & F ribbed low carbon steel continuous slotted ‘C’ channel (B3) as per HQ Chief Engineer Jaipur Zone drawing No. TD/2022/102 complete all as specified and as directed.
90
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S & F U bolt, type C9 suitable for CPVC of nominal size 20 mm or galvanised iron pipe of nominal bore 20 mm as per HQ Chief Engineer Jaipur Zone drawing No. TD/2022/102 complete all as specified and as directed.
30
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S & F U bolt, type C8 suitable for CPVC of nominal size 25 mm or galvanised iron pipe of nominal bore 25 mm as per HQ Chief Engineer Jaipur Zone drawing No. TD/2022/102 complete all as specified and as directed.
30
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S & F U bolt, type C8 suitable for CPVC of nominal size 15 mm or galvanised iron pipe of nominal bore 15 mm as per HQ Chief Engineer Jaipur Zone drawing No. TD/2022/102 complete all as specified and as directed.
30
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