Military Engineer Services Tender
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Costs
EMD
₹ 26,900Document Cost
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Description
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Contact
Tender Id
2018_MES_194092_1Bid Award Id
ViewTender No
8843/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Material and labour for rendering 15mm thick cement plaster on stone masonry surfaces or surface other than fair face of brickwork or on one side of lathing in cement mortar 1:6 surface is to be finished even and smooth without using extra cement complete all as specified and directed.
80
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Material and labour for rendering 10mm thick cement plaster in cement mortar 1:3 on concrete surfaces of ceiling finished even and smooth without using extra cement on ceiling, soffit of chajja and roof projection or similar work complete all as specified and directed.
40
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Material and labour for applying three coats of white wash including preparation of new plastered surfaces of ceiling complete all as specified and directed.
40
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Material and labour for applying three coats of white wash including preparation of new plastered surfaces of wall complete all as specified and directed.
80
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Material and labour for applying two coats of exterior anti fungal weather proof acrylic base emulsion paint (Ist quality) over a coat of weather proof acrylic emulsion exterior primer including preparation of new plastered surfaces of walls complete all as specified and directed.
1200
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Material and labour for laterite stone walling of squared rubble, regular coursed, well bounded, bedded and solidly hearted built in CM 1:6 complete all as specified and directed.
154
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Material and labour for laterite stone masonry of squared rubble, regular coursed well bonded, bedded and solidly hearted, built in cement mortar 1:6 but except stone complete all as specified and as directed.
10
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Extra over stone walling for hammer dressing to face stone and dressing of face beds and joints, as specified, of laterite stone masonry walling uncoursed or brought up to courses, hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 20mm complete all as specified and directed.
340
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Material and labour for plain cement concrete type B1, 1:2:4 (20 mm graded aggregate) as in coping including necessary form work complete all as specified and as directed.
16
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Material and labour for applying two coats of synthetic enamel paint including preparation of old painted steel surfaces of any description not otherwise described over 10cm width or girth complete all as specified and directed.
15
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Dismantling structural steel work including doors, gates but excluding framed truss etc. complete all as specified and directed.
2.5
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Supply and fix mild steel 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 and similar work conforming to Fe-290, Gde-E-165 complete all as specified and directed.
40
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Supply and fix mild steel 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 and similar work framed and hung as gates, including pintle hinges, stops, handmade sliding bolts, etc. conforming to Fe-290, Gde-E-165 complete all as specified and directed.
3.5
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Supply and fix 1.60mm mild steel plain black sheet covering to door shutters; covering to door chowkats (frames); cut tosize edges beaded if directed, holes punched; including round headed screws, clout nails or rivets and fixed to steel members, etc., with plain 40 mm lap joints or welded/ riveted seams including bending, turning up, etc. as required complete all as specified and directed.
2.5
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Material and labour for applying two coats of synthetic enamel paint over a coat of red oxide primer on new steel surfaces of any description, over 10cm in width or girth, not otherwise described including preparation of surface complete all as specified and directed.
6
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Demolition of cement concrete (un-reinforced) in ground floors and paving n.exc 15cm thickness (below or above ground level) complete all as specified and as directed.
19.42
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Material and labour for plain cement concrete type C2, 1:3:6 (40 mm graded aggregate) as in surface channel and drain complete all as specified and directed.
17.82
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Material and labour for extra for forming fair finished drain or channel 40cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and as directed.
48
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Material and labour for 40mm thick plain cement concrete type B0, 1:2:4 using 12.5mm graded aggregate finished even and smooth without using extra cement complete all as specified and directed.
40
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Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
2.1
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Material and labour for mild steel TMT bars 10mm 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.
100
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Material and labour for 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 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.
79
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Material and labour for formwork to soffits of curved suspended slabs such as roof slabs, floor slabs and similar work; not exceeding 200mm thick (horizontal or sloping) rough finished surfaces of concrete flat complete all as specified and directed.
12
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Material and labour for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. rough finished surfaces complete all as specified and directed.
2
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Material and labour for reinforced cement concrete (nominal mix) 1:1.5:3, type A1, (20 mm graded crushed stone aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
1.6
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Dismantling/ taking out existing hessain base felt or any other water proofing treatment from roof including cement plaster and exposing the top surface of RCC slab complete all as specified and directed.
70
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Material and labour for 15mm thick rendering in cement mortar 1:3 mixed with water proofing compound on concrete surface finished even and smooth without using extra cement complete all as specified and directed. Note: Water proofing compound shall be measured and paid separately.
70
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Material and labour for brushing neat cement slurry with 3kg of cement per square metre complete all as specified and directed.
70
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Material and labour for water proofing treatment by preparation of plastered surfaces of roof by thoroughly wire brushing, washing, dried up, cleaning of all foreign matter and dust and applying bituminous primer @ 250gms/Sqm and then laying 3.5mm thick APP modified bituminous membrane with non woven polyester matt as reinforcement weighing not less than 3.5 Kg per Sqm with white gravel/ mineral finish laid on primed surface with torch application method by providing overlap minimum 100mm on longitudinal and 150mm on transverse direction complete all as manufacturer’s instructions complete all as specified and as directed.
70
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Supply only integral water proofing compound ISI marked complete all as specified and directed.
20
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Material and labour for precast reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in manholes covers and similar articles and set in cement mortar 1:4 at site complete all as specified and directed.
0.5
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Informatory boards: Providing and fixing of retro reflectorised informatory sign boards both side made out of high intensity grade sheeting fixed over aluminium sheet 1.50mm thick, framed on 25mm x 25mm stainless steel square hollow section and fixed by 8mm round stainless steel bar to stainless steel tubes 40mm medium grade 1.20m long and embedded in the ground in concrete block of size 30cm x 30cm x 45cm with PCC 1:2:4, type B1 using 20mm graded stone aggregate including necessary excavation etc. of size 1.20m x 0.90m complete all as specified and directed.
5
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