Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date30 Oct 2024
Closing Soon28 Nov 2024
Tender Amount₹ 99,98,000
Costs
EMD
₹ 1,74,970Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_681981_1Tender No
CWE/KKE/TOKEN-28 OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
All as per item No.03 above but except material (Materail used obtained from scarifying)
10
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M & L for Preparing unsurfaced WBM surfaces by wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and M & L for applying evenly a tack coat with bitumen emulsion RS-1 @ 10Kg/10Sqm with sprayer over existing surface etc complete all as specified and directed by Engr-in-charge
50
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M & L for Preparing black top surface by brushing with wire brushes for removing cacked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a tack coat with bitumen emulsion RS-1 @ 5Kg/10Sqm with sprayer over existing surface etc complete all as specified and directed by Engr-in-charge
1000
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M&L for premixed bituminous macadam laid/rolled and compacted to required gradient and camber with binder content 4% by weight of total mix (Job Mix) using paving bitumen of Grade VG-30 laying with mechanical paver complete all as specified and as directed. etc complete all as specified and directed.
Note :- The contractors quoted rates shall be deemed to include the following elements. (i) The contractors shall got the mix design done through Govt approved lab and same shall be got approved from GE before incorporating in the work.
(ii) In case variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted with price adjustment.
(iii) No price adjustment for bitumen shall be done for variation on plus side.
37.5
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M & L applying evenly a tack coat with bitumen emulsion RS-1 @ 3Kg/10Sqm with sprayer over premix bitumen macadam surface, complete all as specified and directed by Engr-in-charge
50
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M & L for Bituminous premixed semi dense asphaltic concrete 30mm consolidated thickness 5.5% bitumen content using paving bitumen of grade VG-30 by weight of total mix as per job mix formula, laying with mechanical paver, duly rolled and compacted to required camber and gradient with 8-12 tonne power roller and vibrating roller etc complete all as specified and directed.
Note :- The contractors quoted rates shall be deemed to include the following elements. (i) The contractors shall got the mix design done through Govt approved lab and same shall be got approved from GE before incorporating in the work.
(ii) In case variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted with price adjustment.
(iii) No price adjustment for bitumen shall be done for variation on plus side.
1050
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M&L for Moorum/Red bajri spread (spreading thickness 75mm ) rolled and consolidated to gradient and camber required.
5
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M&L for preparation of New/existing black bituminous road/concrete surface and painting lines dashes (continuous/interrupted), arrows,letters etc on road 2.5 + 0.5mm thick and n. exc 10cm wide with one coat of hot applied white /golden/yellow auto retro-reflective thermoplastic road marking paint with reflectory glass beads on bituminous road all as specified in clause 803.40 of MOSRT&H specification over a coat of self primer using special applicator machine as per IRC pattern including cleaning of road surface free from dust & moisture and putting in duly mixed with 8% mica sign special applicatore machine complete all as specified and as directed.
1000
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S&F in repairs Cats eyes road stud ABS body conforming to IRC 67-1977 duel directional Glass beads reflector body material ABS plastic of size 90mm x 110mm x17mm, reflector 19 or 21 BI convex glass element on each side compressive strength upto 40 tonnes , colour body yellow colour with red reflector fixing by means of nail and epoxy fixing to roads by hammering including necessary earth work in replacement of damaged/displaced items complete all as specified and directed by Engr-in-charge.
900
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S & F in repairs solar stud made out of Aluminium housing and precast construction solar powered monocrystal solar panel 2W 120mA type of battery NI-CD 1.2V 2500 m AH & flash rate 2 Hz or 70 Hz view distance over 300 mtr fitted with 2 Hz EL -805-3 pieces eacg side on 2 ends total 6 pieces LEDs flashing up to 12 hours of light at Night and solar batter automatically charge in day /sun light duly fixed with cement and hardner. 125 x 125 x 25 mm (60 mm shank) in Red / Yellow colours.
600
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S & F in repairs for yellow black ABS plastic road speed breaker size( L250X B365X h50 mm) including fixing with epoxy adhesive all as per manufactural instruction complete all as specified and directed by Engr-in-charge.
70
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Demolition of cement concrete (unreinforced) in ground floor or pavings n exc 15 cm thickness (below or above ground level)
125
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M & L for 75mm thick PCC 1:4:8 type D-2 using 40mm graded aggregate as in subbase of Interlocking Paver Blocks all as specified by Engr-in-charge.
2084
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Material and labour for 25mm thick crushed stone dust/sand filling under floors or in foundations including watering and consolidation complete all as directed by Engr-in-charge.
26.25
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M & L for Coloured Machine pressed precast concrete interlocking paver block glossy finished any shape and size confirming to IS 15658-2006 of 60 mm thickness M-40 Grade with grey cement and pigment laid over sand cushion including demolition
1050
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M&L Chequered cement concrete tiles rubber moulded, glossy finish 30cm x 30cm x 25mm thick set, jointed and pointed in near cement slurry in floors, with grey cement and pigments over and including 15 mm thick screed bedding in CM 1:6 including demolition
684
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M&L 100mm thick cement concrete type B-2, 1:2:4 (40mm graded aggregate) Spike roiling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed by Engr-in-charge.
350
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S & F Precast kerb of size 30x10x30cm,(in Cement concrete 1:2:4 (Type B1) fixed over 75 mm thick cement concrete base of 1:3:6 type C2 incl demolition/ dismantling of old kerb block (Incl surface excavation, if required) and rest of surfaces & joints filled with cement mortar 1:6 & apply 2 coat of synthetic enamel paint (Approved colour/design) over a coat of primer completed all as specified and direceted by Engr-in-charge.
20
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S & F Retro-reflective sign board of size 1.20mx0.90m made out of ACP sheet 3mm thick and fixed on SS 304 series hollow tubular of 40mm dia. The board shall be sheeted with reflective tape of blue/green colour, letter shall be written both sides in white colour writing of approved colour (Upto 60 letters on each side of board) of reqd shape and size as approved by GE. The sign board supported on 02 Nos post of 60mm dia SS pipe 304 series 4 Mtr long duly welded or fixed on SS nut bolts of required size as approved by GE. SS pipe fixed to the ground with 02 Nos 50X50X6mm size 60CM long MS angle iron welded to the bottom of SS pole including necessary excavation, returning filling and SS poles with sign board to be fixed with cement concrete (1:2:4) type B-1 complete all as specified and as directed by Engr-in-charge.
6
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S & F Convex Mirror of size 32 inch with height adjustable concreting pole of dia 3 inch fixed in PCC foundation 1:3:6 of size 30x30x45cm.
6
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S&FLED Kerb Stone of height 250-300mm, made of high grade HDPE material, shock resistance, Power 36v with combination of Red/White/Blue/yellow colour for installation embedded with cement concrete 1:2:4 alongwith locking keys complete all as directed by Engg-in-Charg
150
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Note for S.No.-The bitumen content ref at item no are for quoting/assesment of rate by the contractor. In case of actual bitumen consumption becomes less than specified consumption then the same shall be regularised through minus price adjustment at prorata rates of the cost of bitumen based on the quoted rate and actual cost of bitumen whichever is more
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