Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date7 Jan 2025
Closing Date4 Feb 2025
Tender Amount₹ 70,00,000 
Notes
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Costs

Description

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Material and Labour for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less, complete all as specified and directed by Engr-in-Charge.

80

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Material and Labour for Finishing surface of concrete roads, pavements, by brooming, all as specified and directed by Engr-in-Charge.

40

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Material and Labour for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for 200 mm thick slab, complete all as specified and directed by Engr-in-Charge.

10

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Material and Labour for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with grade 'A' sealing compound, complete all as specified and directed by Engr-in-Charge.

15

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Demolition of pre-cast concrete block masonry built in cement mortar including all quoins, arches, pillars etc. and pre cast concrete articles, complete all as specified and directed by Engr-in-Charge.

10

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-

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Material and Labour for pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width in type B1 (1:2:4) and setting in cement mortar (1:6), complete all as specified and directed by Engr-in-Charge.

10

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Material and Labour for PCC (1:3:6) type C1 using 20mm graded stone aggregate in coping bed black etc including necessary form work, complete all as specified and directed by Engr-in-Charge.

1

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-

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Material and Labour for rendering 15 mm thick on fair faces of stone or brick/concrete surfaces cement plaster in CM (1:4) , finished even and smooth without using extra cement, complete all as specified and directed by Engr-in-Charge.

100

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Material and Labour for preparation of new or previously untreated plastered surfaces of walls and applying two coats of acrylic antifungal paint exterior grade paint plain or camouflage pattern on one coat of primer, complete all as specified and directed by Engr-in-Charge.

100

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Demolition of cement concrete in ground floor and paving not exceeding 15cm thick below or above ground level un-reinforced complete all as specified and directed by Engr-in-Charge.

52.25

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Material and Labour for cement concrete type D2 1:4:8 (40mm graded aggregate) for sub base, complete all as specified and directed by Engineer-in-Charge.

54

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Material and Labour for machine cut broken stone or boulders of gauge not exc 63mm as in hard core not exc 150mm thick spread and levelled including watering & ramming complete all as specified and directed by Engr-in-Charge.

20

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Material and Labour for machine pressed precast concrete interlocking paver block glossy finish, any shape & size with grey cement & pigment conforming to IS 15658-2006 of 60 mm thickness M-35 grade over, complete all as specified and directed by Engineer-in- Charge.

470

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Ditto- all as per item No 17.00 here-in-before but 80mm thickness M-40 grade complete all as specified and directed by Engr-in-Charge.

250

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Material and Labour Sand filling under floors or in foundations including watering and consolidation all as specified and directed by Engr-in-Charge.

36

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Material and Labour PCC 1:2:4 type B1 using (20 mm graded aggregate) as in kerbing all around of tiles complete all as specified and directed by Engr-in-Charge.

1.5

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Material and Labour for repairs to pot holes area not exc 1 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc, cutting around edges to at least 40 mm in depth and making good by applying tack coat with bitumen of grade VG 10 @5 kg/ 10 Sqm, putting in premixed bituminous macadam with bitumen of grade VG 30 well rammed, sealed with binder @9.8 Kg /10 Sqm blinded with 0.09 cum of stone chipping of 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of pot holes exc 30 mm rolled with power road roller of 8 to 10 tonnes capacity complete all as specified and directed by Engineer-in-Charge.

26

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Material and Labour for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or compressed air to remove all loose dirt etc on black top surfaces complete all as specified and directed by Engineer-in-Charge.

700

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Material and Labour for applying evenly a priming / tack coat with bituminous primer using paving bitumen of grade VG10 @5Kg/10 Sqm on existing black top surfaces complete all as specified and directed by Engineer-in-Charge.

700

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Material and Labour for bituminous semi dense asphaltic concrete 40 mm consolidated thickness with 5.5% binder content by weight of total mix of paving bitumen VG-30, rolled and compacted to required camber and gradient, mixing is carried out in computerized automatic hot mix plant laying and spreading by mechanical paver and rolled with 8 to 10 tonne power Vibromax/Tandem road roller to required level, gradient, camber and super elevation, complete all as specified and directed by the Engr-in-Charge. Note :- (i) The work shall be carried out by using sensor paver only. (ii) The mix design shall be got done from approved lab and got approved from GE before commencement of work.

700

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Material and Labour for 2.5 mm thick painting centre lines, stop lines, dashes, arrows letters etc on roads, pavement and like by applying reflective thermoplastic paint in white/ yellow colour pattern as specified strips confirming to BS:3262 (5Kg/Sqm) with glass beads potters (250 gms) and 10 cm/15 cm wide strips on bituminous road surface and road marking (by Hot Mechanical process with Road Marking Machine) including complete removal of dust particle by wire brushes or sweeping with brooms complete all as specified and directed by Engineer-in- Charge.

650

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Material and Labour for premix bituminous macadam consolidated thickness, 75 mm or less, using 4% binder i.e. paving bitumen grade VG-30 by weight or total mix, and aggregate mixed in computerized hot mix plant, laid, rolled and compacted to required gradient and camber with the help of mechanical paver and power roller 8 to 10 tonne capacity complete all as specified and directed by Engineer-in-Charge.

38

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Supply and fixing cat eye, solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with 12mm dia 120mm long MS stud over epoxy screed of suitable size confirming to IRC 67-1977 having capacity of 40 tonnes as per manufacturer's instructions.

165

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Supply and Fix in repair solar studs of size 125x125x25mm made from aluminium alloy and construction. Solar powered by nanocrystal solar panel, type of battery rechargeable minimum 2.5V, 500mAh, LED both sides (3 each side), display colour red, visual distance approx 800 metres in working temperature (10 degree to 70 degree centigrade) with starting intensity 300 Lux to 600 Lux. Minimum approx weight 900 gms, water resistant, made up of high compressive strength material that can sustain over 10 tonnes with one year replacement warranty, complete all as specified and directed by Engineer-in-Charge.

80

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