Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date12 Nov 2024
Closing Date10 Dec 2024
Tender Amount₹ 43,50,000 
Notes
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Costs

Summary

8406 Repair/ Maintenance Of Area Drainage And Cleaning Of Vegetation Around Drains Of Runway At Ramnad Under Ge Tirunelveli

Description

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Material and labour for preparing old painted surfaces and applying a coat of water based road mark paint white or golden yellow colour on roads, pavements and like, exceeding 10 cm wide lines, dashes, arrows, letter etc, complete all as specified and as directed.

1000

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Material and labour Racking out old existing sealant compound and back up rod of the existing joints by special tools like cutting blades/machines, joint cleaned thoroughly with application of compressed air, joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris and application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before pouring the sealant and filling with closed cell medium density, cross linked polyethylene foam backup rod of 12 mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% complete all as specified and as directed.

15

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Material and labour Racking out of old existing sealant compound, back up rod and filler board of the existing joints by special tools like racker/cutting blades/machines, cleaning joints thoroughly with application of compressed air, made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris and application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the filler board and pouring the sealant and filling with pre-molded 25mm thick compressible polyethylene closed cell type filler board as specified , over it filled with closed cell medium density, cross linked polyethylene foam backup rod of 30mm dia for complete length of the joint and finally filling with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of +/- 30% complete all as specified and as directed.

15

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Material and labour for preparing and cleaning edges of concrete pavement joints, of any type and shape free from loose particles, grease, oil, demolding agents, cutting and chiselling the existing damaged portion of edges of joints to provide a regular prismatic cavity, repairs to pot holes, cracks as directed and cleaning by using blower etc., and washed with acid solutions if required and applying primer coat of epoxy (100 parts of epoxy resin with 50 part of epoxy hardener by weight proportion) and filling the cut portion with epoxy mortar, of make: hundsman (with 100 parts of epoxy resin, araldite with 50 parts of epoxy hardener, Aradur mixed with 800 parts of quartz sand by weight) including provision of temp wooden strips or metal strips as formwork to the edges of expansion/contraction/dummy joints and trowelling the mixture to level with the adjoining surface all as per manufacturer instruction complete all as specified and directed by Engr-In-Charge. Note: Runway will be available for execution of work on Saturday and Sunday or on holiday or as required by the user. The tenderer has to work as per users requirement and unit rate quoted by the tenderer shall be deemed to include for this provision/condition.

1

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Material and labour for Cleaning of covered drains incl removal of silt, grass etc including depositing the same to distance n.exc 50 mtr along the runway complete all as specified and directed. Note: The actual depth of silt deposited in the drain only be considered for measurement.

200

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Demolition of reinforced cement concrete in ground floor and in paving not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed.

3

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Material and Labour for precast RCC 1:2:4 type B1 using 20mm graded stone aggregate in cover slab for culvert/drain and set in CM 1:4 including necessary form work complete all specified and as directed. Note: Reinforcement (Steel) will be measured & paid separately.

4.5

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Supply and fixing for TMT bars 10mm and over cut to length, bend to shape required including cranking, hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia complete all as specified and directed.

820

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Material and labour for preparation of old plastered wall/steel surfaces exc 10 cm girth or width and applying one coat of synthetic enamel paint complete all as specified and directed.

800

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Demolition of Plain cement concrete (unreinforced) in ground floor and in paving not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed.

11.25

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Material and labour for PCC 1:4:8 using 40 mm graded stone aggregate in foundations, filling mass concrete etc complete all as specified and as directed.

11.25

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Demolition of brick or stone masonry built in cement mortar including all quoins,arches,pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and as directed.

18

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Material and labour for Brick work with sub class 'B' brick straight or curved on plan exc 6m mean radius and built in CM 1:4 complete all as specified and as directed.

18

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Material and labour for providing cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate cast in situ as in copings and the like including weathering, slightly rounded or chamfered or chamfered angles and throating including use of form work as necessary all as specified and as directed.

1.4

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Material and labour for Rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete wall surfaces finished fair and even all as specified and directed.

90

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Material and labour for Forming fair finish drain or channel 30cm inner girth in cement concrete using extra cement complete all as specified and as directed.

50

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