Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date22 Jul 2024
Closing Date17 Sep 2024
Tender Amount₹ 95,00,000
Costs
EMD
₹ 1,67,500Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_667203_1Bid Award Id
ViewTender No
81070/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Scarifying or picking gravelled ,macadam or bituminous macadam surfaces in area exc 400 sqm and depth n exc 50 mm by using mechanical scarifier including raking over and grading the broken- up surfaces to the proper camber or removing to a distance not exc 50 M fron starting point and stacking complete all as specified and directed.
500
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Preparing black top surfaces of bituminious macadam by brushing with wire brushes for re-moving caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed.
1200
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Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for re-moving caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/ tack coat with bituminous primer of bitumen of grade VG-30 @ 10 kg per 10 sq metres using mechanical sprayer complete all as specified and as directed.
500
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M&L for premixed bituminous macadam for consolidated thickness upto 75mm or less with using 19mm graded (Grading 2) stone aggregate with minimum 4.0% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed.
Notes:- (i) Premixed bituminous macadam shall be prepared in hot mix plant only.
(ii) Premixed bituminous macadam shall be laid with sensor paver only.
(iii) Binder content shall be tested at site as directed by Engr-in-Charge.
340
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M&L for bituminous premixed semi dense asphaltic concrete 30mm consolidated thickness with minimum 5.5% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed.
Notes:- (i) Bituminous premixed asphaltic semi dense concrete shall be prepared in hot mix plant only.
(ii) Bituminous premixed asphaltic semi dense concrete shall be laid with sensor paver only.
(iii) Binder content shall be tested at site as directed by Engr-in-Charge.
1700
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M&L for preparation of existing bituminous road surfaces by removing dust, dirt grease and other foreign matters etc and after prepration of road surfaces, applying road marking having minimum 2.5 mm average thickness with & including thermo plastic (Reflective) line marker paint/ compound of uniform surface finish conforming to BS 3262 (Part-I) 1989 read in conjunction with the MORTH specification 803 clause 4.2.2 on bituminous surfaces in white/ yellow colour and super imposed with glass beads conforming to BS 6088 read in conjuction with the MOST specification 803 clause 4.3.3 complete all as specified and directed.
Notes:- (i) MORTH specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by GE.
(ii) Shape, size & pattern of marking shall be as approved by GE.
800
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Supply and fix in repair aluminium casted cat eye solar reflective type of metal body alloy, size 110mm x 120mm x 20mm with PAMA striplens reflector, fixed with and including MS stud of suitable size as per Manufacturer's instructions complete all as specified and directed.
400
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Supply and fix, in repair, solar cat's eye/ studs of size 125mmx 125mmx 25mm (shank 65mm) with aluminium alloy shell, high efficiency Mono-Crystalline Solar Panel 2.40V/ 0.30Watt having one Ni-Mh or NI-cd rechargable battery (1.2V/ 1600MA), Six Super Bright LEDs with 10,000 to 18,000 mcd (Millicandela) having flash rate 2 Hz and bearable weight 10 tons approx with view distance upto 1000 meters of any colour i.e yellow, red, blue, green or white as required at site, working temp 10o-75o C, working time 3 to 4 days after fully charged battery, charging time 5 to 6 hours from direct sun light, maintenance free, un-breakable poly carbonate clear facing, automatically turns on at night and turns off at dawn including all fixing arrangment as per manufactures instructions complete all as specified and directed.
50
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Supply and fix, in repair, 100% water proof solar flasher/ delineators pole mounting with protective cover having pole of 50 mm dia mild steel pipe of 600 mm height duly powder coated, battery : 1.2V, 2100 mAh Ni-MH rechargeable, and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including, fixed in the ground after necessary excavation and earth work in any type of soil, embeding the delineators in the ground with & including PCC (1:2:4) type B1 using 20mm graded stone aggregate (minimum PCC block size 150mmx 150mmx 300mm for proper grouting) complete all as specified and directed.
30
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M&L for moorum/ red bajri, spread in layers n exc 15cm thick, rolled and consolidated to gradient and camber as required complete all specified and directed. Note:- (i) Compacted thickness shall be measured and paid.
(ii) Rolling/ compaction shall be done by vibromax roller only.
10
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S & F, in repair, Road Sign boards of Size 1200x900mm made out of frame of stainless steel pipe 50 mm dia and 3 mm thick plain aluminium sheet including writing of letters and logo with retro reflective tape of appropriate size and fixed in PCC 1:2:4 Type B-1 (using 20mm graded crushed stone aggregate) as in foundation for embedding of boards complete (Top height of board above GL should be 2.80 Mtr and width 1.20 mtr) complete as specified and directed.
2
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Taking down PVC pipes of any description from existing footpath including all fittings etc complete all as specified and directed.
100
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S&F, 150 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to floor and walls in required level/gradient complete all as specified and directed.
100
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Demolition of cement concrete of any description (unreinforced) in ground floors and paving not exceeding 15 cm in thickness (below or above ground level) including removal of debris to out side MD land complete all as specified & directed.
16
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M&L for 100 mm thick PCC (1:4:8) type D-2, using 40 mm graded stone aggregate as in sub base of floor and paving including tamping complete all as specified and as directed.
160
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Dismantling of stone slab and tiles laid dry of any description or thickness in appron/floor etc complete all as specified and directed
34
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M & L Machine pressed coloured precast concrete rubbber moulded interlocking paver block any shape and size conforming to IS 15658-2006 of 80 mm thickness, M-40 Grade, laid over and including 50mm thick sand cushioning complete all as specified and as directed.
160
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M&L for taking down undulated old paver block and refixing including sand cushioning if required and levelling complete all as specified and directed.
180
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M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate in copings, kerbs, and the like including necessary form work complete all as specified and as directed
1.35
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Supply and fix, in repair, polycarbonate reflective convex mirror of size 1000mm dia made of ABS/ fiber/ plastic body with upper collar complete with mounting hardware i.e. necessary clamps & nut bolts etc mounted on and including 65mm dia MS pipe having 2.0M length duly painted with and including two coats of synthetic enamel paint as approved by GE over a coat of red oxide primer and fixed on the ground after necessary excavation and earth work in any type of soil, embeding the delineators on the ground with & including PCC (1:2:4) type B1 using 20mm graded stone aggregate (minimum PCC block size 200mmx 200mmx 200mm for proper grouting) complete all as specified and directed.
2
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M&L for bituminous premixed dense asphaltic concrete 30mm (consolidated thickness) with minimum 6% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed.
Notes:- (i) Bituminous premixed dense asphaltic concrete shall be prepared in hot mix plant only.
(ii) Bituminous premixed dense asphaltic concrete shall be laid with sensor paver only.
(iii) Binder content shall be tested at site as directed by Engr-in-Charge.
100
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M & L for Surface dressing, renewal coat, by spraying evenly paving bitumen at 12 kg per 10 sq metres, blinding with 10 mm stone chipping @ 0.10 cum per 10 sq metres and rolling to required gradient and camber complete all as specified and directed.
100
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Schedule of credit amount of Rs 23,350.00 to be deducted during AOC
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