Military Engineer Services Tender
View complete overview of Meghalaya MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date4 Dec 2024
Closing Date1 Jan 2025
Tender Amount₹ 71,50,000
Costs
EMD
₹ 1,32,500Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_686890_1Tender No
8791/SHL/A/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Material and labour for preparation of existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags or compressed air to remove all loose, dirt, etc. complete all as specified and directed.
239.6
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Material and labour for applying evenly a priming / tack coat with bituminous primer @ 5 kg per 10 sqm using with paving bitumen (VG 10 Grade) all as specified and directed.
255
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Material and labour for providing bituminous premixed carpet 40 mm consolidated thickness with 0.54 cum of stone chipping mixed with 29.20 Kg of binder (paving bitumen of grade VG-30) per 10 Sqm, mixed in automatic hot mix plant, rolled and compacted to required camber and gradient etc. complete all as specified and directed.
286
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Material and labour for liquid seal coat using paving bitumen (VG 30 grade) @ 9.8 Kg per 10 Sqm, blinded with 6.3mm size of stone chipping @ 0.09 Cum per 10 Sqm and rolled with 8 to 10 tonne power roller to uniform fair surfaces complete all as specified and directed.
286
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Material and labour for preparing bituminous surfaces of road and marking 2.5mm thick centre lines stop line dashe arrow etc and the like not exceeding 10cm wide on road pavement with hot applied thermo plastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
105
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Supply and fix in repair speed breaker of size 750mm x 250mm x 75mm made out of ABS material with two highly reflective reflectors moulded in PMMA materials welded with ABS plate through ultrasonic welding process fixed on to the speed breaker so the dust and water cannot touch reflectors inside and fixed complete all as specified and directed.
29
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Supply and fixing in repair traffic convex safety mirror of 600mm dia having 130 degree of viewing angle made of polycarbonate material, brim and back holding plate is made of metal/ FRB alongwith pole mounted brackets and pole 50mm dia made of stainless steel frimly fixed to the ground by means of PCC 1:2:4 type B-2 (using 40mm graded stone aggregates) in foundation filling (size 50cm x 50cm x60cm) complete all as specified and directed.
10
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Supply and fix in repair metal tubular delineator made out of ABS round fitted with 2 Nos 65 mm bore highly reflective reflectors made out of PMMA and mounted on 45/50mm bore mild steel pipe of 600mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1, (using 20mm graded stone aggregates) complete all as specified and directed.
52
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Supply and fix in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striple reflector of model No. DA 972 fixed with and including MS stud of suitable size as per manufacturers instructions complete all as specified and directed.
147
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Supply and fix in repair solar cat eye aluminium alloy (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono crystafie solar panel 2.4 V/0.30 watt one NI-ed rechargeable battery (1.20V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd complete all as specified and directed.
26
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Demolition of plain cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed.
127
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Material and labour for hard core of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed.
31.5
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M&L for cement concrete 1:3:6 type C2 (using 40mm graded stone aggregates) as in foundation filling and mass concrete complete all as specified and directed.
31.5
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Material and labour for 75mm thick PCC 1:3:6 type C-2, (using 40mm graded stone aggregates) as in sub base finished even and rough complete all as specified and directed.
1250
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Material and labour for sand filling under floor including watering and consolidation for laying of interlocking paver blocks complete all as specified and directed.
62.5
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Material and labour for 80 mm thick coloured, machine pressed precast concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006, M-40 grade with grey cement and pigment complete all as specified and directed.
900
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Material and labour for 60 mm thick coloured, machine pressed precast concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006, M-35 grade with grey cement and pigment complete all as specified and directed.
350
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Material & Labour for PCC 1:2:4 type B1 (using 20mm graded stone aggregates) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.
5.8
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Demolition of precast concrete block walling in any position complete all as specified and directed.
7.5
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M&L for Pre-cast cement concrete (1:3:6) type C-1 (using 20mm graded stone aggregates) block masonry with solid blocks, exc. 10 cm in width and setting in cement mortar (1:6), complete all as specified and directed.
7.5
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M&L for 15mm thick plaster in cement mortar (1:4) on fair faces of brick or concrete surfaces including finishing even & fair without using extra cement complete all as specified and directed.
232
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M&L for PCC 1:3:6 type C2 (using 20mm graded stone aggregates) as in surface channels and drains complete all as specified and directed.
10
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Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed.
850
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Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed.
310
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M&L for 150mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.
31
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M&L for 15cm thick (compacted thickness) WBM in two layers 7.5cm each with coarse aggregates granite, trap, basalt of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed.
31
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Material and labour for applying evenly a priming/ tack coat with bituminous primer @ 10kg/10sqm pf paving bitumen (Vg- 10) on un-surfaced water bound macadam including preparation of surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags or compressed air to remove all loose, dirt, etc. complete all as specified and directed.
31
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M&L for cement concrete 1:2:4 type B2 (using 40mm graded stone aggregates) as in foundation filling and mass concrete complete all as specified and directed.
36.25
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Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/ dense soil complete all as specified and directed.
76.5
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M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 in retaining wall, abutments and similar work complete all as specified and directed.
39.9
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M&L for 50mm bore Low density poly ethylene pipes (LDPE) of pressure rating 6 kg/ cm2 laid in weep holes complete all as specified and directed.
2.8
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M&L for precast cement concrete 1:3:6 type C-1 (using 20mm graded stone aggregates) as in precast bond stone set in cement mortar (1:6) complete all as specified and directed.
1.5
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M&L for Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement moeratr 1:4 complete all as specified and directed.
20
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M&L for preparation of plastered surfaces of wall and applying two coats of colour wash (camouflage pattern) over a coat of chalk whitening primer complete all as specified and directed.
97
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Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc 20mm on granite or trap stone complete all as specified and directed.
20
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.
36.7
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Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
39.9
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