Military Engineer Services Tender
View complete overview of Uttarakhand MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Sep 2024
Closing Date10 Oct 2024
Tender Amount₹ 3,30,40,000
Costs
EMD
₹ 4,05,400Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_655456_2Bid Award Id
ViewTender No
CEBZ/PGH/T-09 OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
M&L for 150mm thick soling (or sub base) with broken boulders or quarried stone of 80 to 40mm size, inter stices filled, surface formed with and including rolled & consolidated formation surface to required gradient and camber with 8 to 12 tonne power roller including filling in hollow and depression which occurs during rolling, complete all as specified and directed.
350.21
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M&L for 150mm thick WBM in two equal layers of 75mm thick each (Compacted thickness), with course aggregate of granite, trap or basalt stone of grading 2 (63 to 40mm size) or of grading 3 ( 50 to 20mm size ) with and including rolled & consolidated formation surface to required gradient and camber with 8 to 12 tonne power roller including filling in hollow and depression which occurs during rolling, complete all as specified and directed.
350.21
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M&L for 75mm thick (Compacted thickness) WBM with course aggregate of granite, trap or basalt stone of grading 2 (63 to 40mm size) or of grading 3 ( 50 to 20mm size ) with and including spread, rolled & consolidated with 8-10 tonne power roller to gradient materials and camber required, complete all as specified and directed.
90
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Scarifying or picking gravelled, macadam or bituminous macadam suefaces in area n. exc. 400 Sqm, exc. 50mm but n. exc. 100 mm deep, complete all as specified and directed.
120
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All as per item no.08 but except material with and including rolled and consolidated with 8-10 tonne power roller to gradient materials and camber required, complete all as specified and directed.
30
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Preparing unsurfaced surface of WBM surfaces by brushing with wire brushes, removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose/dirt etc and applying evenly a priming tack coat with bituminous primer using paving bitumen, VG-10 grade @ 10 kg per 10 Sqm, complete all as specified and directed.
742
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M&L for 100mm thick PCC 1:4:8 type D-2 (Using 40mm graded stone aggregate) as in sub base of floor etc., finished the surfaces fair & even, complete all as specified and directed.
1261
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M&L for 75mm thick PCC 1:4:8 type D-2 (Using 40mm graded stone aggregate) as in sub base of floor etc., finished the surfaces fair & even, complete all as specified and directed.
3800
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M&L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand, complete all as specified and as directed.
3800
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All as per item no.13 but except interlocking paver block, complete all as specified and directed.
Note:- Serviceable paver block obtained from item no. to be re-used under this item
500
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M&L for preparation of existing black top surface by brushing with 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 applying evenly a priming / tack coat with viscosity grade bitumen VG-10 @ 5 Kg/10 Sqm, complete all as specified and directed.
1710
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M&L for 30mm thick (consolidated thickness) bituminous premixed carpet, using 0.41 Cum of stone chippings mixed with 21.90 Kg of binder per 10 Sqm (VG-10) with and including rolled and compacted to required level, camber, gradient to a uniform and smooth surface with 8 to 12 tonne power roller and providing premixed sand seal coat using 0.06 cum of sand mixed with 6.8 Kg of binder (VG-10) applied and again rolled with 8 to 12 tonne power roller to a uniform smooth surface complete all as specified and directed.
Note:- Premixed bituminous carpet shall be mixed in “Hot Mix Plant”, to be established near by location of work site. Premixed bituminous carpet shall be spreaded by mechanical paver to achieve a uniform and smooth surface.
2452.33
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Repair to potholes, 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 25 mm in depth but making good by applying tack coat @ 5 kg per 10 sqm, putting in premix as specified for thin bituminous carpet (2 cm thick) using paving bitumen VG-10, well rammed and sealed with premixed sand
seal coat (6.8 kg of binder of VG-10 grade with 0.06 cu m of sand), again well rammed (including supply of premix bituminous carpet, binder & chipping) depth of potholes exc. 30 mm, complete all as specified and as directed.
12
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M&L for laying pre mixed bituminous macadam (Consolidated thickness 75mm or less) using paving bitumen (VG-10 grade) @ 4% by weight of total mix, rolled and compacted to required gradient and camber, rolled and consolidation with 8 to 12 tonne power road roller, complete all as specified and as directed.
Note:- Premixed bituminous macadam shall be mixed in “Hot Mix Plant”, to be established near by location of work site. Premixed bituminous macadam shall be spreaded by mechanical paver to achieve a uniform surface.
601.63
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M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in coping or benching including weathering and throating including necessary form work etc., complete all as specified and directed.
39.2
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M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve
shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed
59
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Dismantling of interlocking paver block of any description or thickness, laid bedded and pointed in any mortar, complete all as specified and directed.
100
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M&L TMT bars, 10 mm dia and over, cut to length, bent to shape required, including cranking, binding spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia, complete all as specified and directed.
422.69
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Supply & fixing rolled section as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates of etc. confirming to Fe-290 (Gde-E-165), complete all as specified and directed.
506.52
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Excavation in over areas, n.exc. 1.50m deep and getting out in soft / disintegrated rocks, complete all as specified and directed.
80.79
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M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling / mass concrete, complete all as specified and directed.
47.95
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M&L for walling of random rubble as in raised slope (Batter 1:4), uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6, brought up to course. Key stone to be provided in between wall and parapet, complete all as specified and directed
82.74
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M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in precast cement concrete bonders and setting cement mortar 1:6 including necessary form work etc., complete all as specified and directed. Note :- Volume of bonders will be deducted from volume of random rubble masonry.
12.78
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S&F PVC (SWR) 75mm bore pipes single socketed, in any length with rubber ring joints, laid in retaining wall or trenches or floors as in weep holes, complete all as specified and directed.
354.69
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M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in coping including weathering and throating including necessary form work etc., complete all as specified and directed.
1
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M&L for hardcore of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and directed.
189.15
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Earth filling under flooring including well ramming, watering, spreading & levelling in layers n. exc. 25 cm thick, complete all as specified and directed.
789.15
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M&L for raised pointing in cement mortar 1:4 to random or polygonal rubble, uncorsed or brought up to course, complete all as specified and directed.
64.12
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M & L 15 mm thick rendering in cement mortar 1:4 on fair face of brick work or concrete surfaces, surface finished even and smooth with out using extra cement, complete all as specified and as directed.
75.84
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M&L for applying two coats cement base paint (snowcem) over a coat of cement primer on new walls surfaces, including preparation of surface of walls, complete all as specified and directed.
75.84
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Surface excavation in any type of soil n.exc. 30cm deep and averaging 15cm deep and getting out, complete all as specified and directed.
7563.03
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Returning, filling in any type of soil, including spreading, levelling, watering and well ramming in layers n.exc 25cm thick, complete all as specified and directed.
20.98
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Removing excavated materials (Soil) n. exc. 50m and depositing where directed at a level n. exc. 1.50m above the starting point, complete all as specified.
416.6
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Removing excavated materials (Soil) exc.250m but n. exc. 500m and depositing where directed at a level n. exc. 1.50m above the starting point, complete all as specified.
602.84
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Removing excavated materials (rock) exc.250m but n. exc. 500m and depositing where directed at a level n. exc. 1.50m above the starting point, complete all as specified.
328
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M&L for precast cement concrete block masonry with solid blocks exc 10 cm in width and setting in cement mortar 1:6 using PCC 1:3:6 type C-1 precast cement concrete blocks, complete all as specified and directed.
42.77
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M&L for PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in surface channels and drain including necessary form work, complete all as specified and directed.
12.09
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Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds mitred / stopped end, complete all as specified and directed.
600
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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 and including MS stud of suitable size as per manufactures instructions, complete all as specified and directed
1500
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Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermoplastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with antitheft steel net for reflector protection including embedding in PCC 1:2:4 (250x250x300mm) type B1, complete all as specified and directed
402
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Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V / 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc, complete all as specified and directed.
500
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M&L for road line marking painting (Reflective) with thermoplastic component with reflective glass beads on bituminous road and laying with hot applied thermoplastic component 2.5mm thick including reflective glass beads @250 gram per sqm area as per IRC 35. Surfaces are to be finished properly and levelled uniformly and free from sheaks and holes as per relevant clause of section 800. In addition, where arrows or letter are to be provided thermoplastic component be hard sprayed. The contractor be used approved make of paints i.e white & yellow color, complete all as specified and directed
1000
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Demolition cement concrete (Unreinforced) in any description and in any position not otherwise specifically provided for complete all as specified and directed.
380
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S&F speed bumps made from heavy duty tough rubber of size 500x365x50mm, black and yellow in colour make- Dark eye model no. Da1008 or equivalent of make 3M / STP Ltd., complete all as specified and directed
49
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M&L for cement concrete work in pavement/hard-standing of flexural strength 40 kg/square centimetre in field at 28 day lower control limit (LCL) in pavement slab, using minimum 400 kg of cement per cubic metre and including mixing of polyester triangular fibre@0.25% by weight of cement, in bays to required gradient and chamber including necessary form work. Thickness of concrete 25 cm or less, complete all as specified and directed..
Note :- (i) Deduction shall be made in computing concrete quantity for expansion joints. (ii) Polyester triangular fibre shall be measured and paid separately.
252.2
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Supply only polyester triangular fibres as secondary reinforcement in all types of concrete and mortars, complete all as specified and directed.
252.2
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M&L for forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ with and including20 mm dia mild steel dowel bars 50cm long (25cm in each slab) with ferrules, spaced at 300 mm centres, including boring form work and preformed filler for dowel, complete all as specified and directed.
9
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M&L for forming contraction (Dummy) joints 65mm deep x 10mm wide, filled with 'A' grade sealing compound, complete all as specified and directed.
72.8
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M&L for finishing surface of concrete roads, pavements by brooming, complete all as specified and directed.
126.1
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M&L for boulder pitching, laid dry, hand packed tightly in vertical bunds with sloping face up to formation level of retaining wall, complete all as specified and directed.
562.5
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M&L for RCC (Design Mix) M-25 using 20 mm graded crushed stone aggregate as in labs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed
4.76
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M&L for form work to soffits of suspanded flat slab such as roof slabs, floor slabs, landing, shelves and similar work n. exc. 200mm thick (horizontal or sloping), finished the surfaces fair, complete all as specified and directed.
12.6
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M & L 15 mm thick rendering in cement mortar 1:6 on fair face of brick work or concrete surfaces, surface finished even and smooth with out using extra cement, complete all as specified and as directed.
291.66
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Forming embankments solids including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base, complete all as specified and as directed.
200
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Defective Work
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M&L for 150mm thick soling (or sub base) with broken boulders or quarried stone of 80 to 40mm size, inter stices filled, surface formed with and including rolled & consolidated formation surface to required gradient and camber with 8 to 12 tonne power roller including filling in hollow and depression which occurs during rolling and achieve required thickness as per CA provision i.e 150mm thick complete all as specified and directed.
118.94
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M&L for 150mm thick WBM in two equal layers of 75mm thick each (Compacted thickness), with course aggregate of granite, trap or basalt stone of grading 2 (63 to 40mm size) or of grading 3 ( 50 to 20mm size ) with and including rolled & consolidated formation surface to required gradient and camber with 8 to 12 tonne power roller including filling in hollow and depression which occurs during rolling and achieve required thickness as per CA provision i.e 150mm thick complete all as specified and directed.
118.94
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Note: For defective work i.e item No 59 & 60:
(a) The tenderer should inspect the site and asses the condition of defective work executed by the previous/ defaulting contractor.
(b) The material required for redoing this defective work should be provided by the bidder. The retrieved material of found suitable may be reused afer written permission of GE. The deficiency of material on account of less/ defective thickness provided by the previous/ defaulting contractor or required due to replacement of inferior/ damaged material shall be made good by the bidder and the compacted thickness shall be as per the item of work.
(c) The rates quoted by the bidder shall include all above factors and nothing extra shall be admissible on any account.
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