Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date20 Feb 2024
Closing Date25 Mar 2024
Tender Amount₹ 63,00,000
Costs
EMD
₹ 1,19,500Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_643178_1Bid Award Id
ViewTender No
82663/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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M&L for applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 5 Kg/ 10Sqm by using mechanical sprayer on black top surface of road complete all as specified and directed.
958
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Preparing 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 to remove all loose dirt etc. complete all as specified and directed.
958
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Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n exc 400Sqm and depth exc 50mm but n exc 100mm by using mechanical scarifier including racking over and grading the broken-up surfaces to the proper camber or removing to a distance not exc 50M from the starting point and stacking complete all as specified and directed.
30
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M&L for WBM 75mm thick (compacted thickness) with coarse aggregates (granite/ basalt/ trap) of grading-2 (63mm to 40mm size) or grading-3 (50mm to 20mm size), spread, rolled and consolidated to required gradient and camber with 8 to 10 tonne tandem vibratory roller complete all as specified and directed.
15
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Labour only for WBM 75mm thick (compacted thickness) with coarse aggregates of grading-2 (63mm to 40mm size) or grading-3 (50mm to 20mm size), spread, rolled and consolidated to required gradient and camber with 8 to 10 tonne tandem vibratory roller complete all as specified and directed.
Note:- Old coarse aggregates as obtained from "scarifying or picking gravelled from macadam or bituminous macadam surfaces" here-in-before shall be used after mixing in required grading and quoted rate shall be deemed to be inclusive of these provisions also.
15
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M&L for bituminous premixed asphaltic semi dense 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.
498
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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.
294
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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.
250
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Surface excavation n exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed.
1054
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Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
158
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M&L for brick work with sub class 'B' fly ash bricks, straight or curved on plan exc 6m mean radius built in CM (1:4) complete all as specified & directed.
21
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M&L for 15mm thick rendering in CM 1:6 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified & directed.
103
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Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete including removal of debris to out side MD land complete all as specified & directed.
10
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Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete including removal of debris to out side MD land complete all as specified & directed.
60
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M&L for PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in foundation, filling, mass concrete and sub base of floors, path/ paving etc complete all as specified & directed.
17
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M&L for PCC (1:2:4) type B-1 using 20 mm graded crushed stone aggregate 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, including necessary formwork complete all as specified & directed.
2
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Dismantling of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and pre-cast concrete articles complete all as specified and directed.
21
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Taking down cement plaster etc on brick walls/ concrete (ceiling) surfaces of any descriptions including racking out joints, hacking for keys, scrubbing down with water and disposal of unserviceable materials to out side of MD land complete all as specified & directed.
103
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M&L for PCC (1:2:4) Type B-1 using 20 mm graded crushed stone aggregate as in surface channel and drain etc complete all as specified & directed.
1
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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 ends etc complete all as specified and directed.
60
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Add or deduct for each 25mm girth or part thereof over or under 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed.
150
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M&L for mild steel TMT bars 10 mm dia and over as in reinforcement for concrete, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
5750
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M&L for rough finished, flat formwork to sides of concrete foundation, footings, bases of columns and raft beams, sides and soffits (if any) of foundation and plinth beams and similar works vertical or batter complete all as specified and directed.
36
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Material and labour for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses etc, vertical or to batter, fair finished, flat, complete all as specified and directed.
125
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Material and labour for RCC M-25 (design mix)( using 20mm graded crushed stone aggregate) as in retaining wall complete all as specified and as directed.
20
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M & L for cement concrete M-25 (design mix)( using 20mm graded crushed stone aggregate) in foundation including rafts, footings, foundations, beams, plinth beams, bases of columns etc, basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.
40
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Supplying & fixing 110 mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches etc complete all as specifed & directed.
10
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M&L for preparing new plastered or unplastered surfaces of walls and applying three coats of white wash complete all as specified and directed.
120
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M&L for Hardcore of guage n exc 63mm of broken stone aggregate, deposited,spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface all as specified and directed.
2
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Schedule of credit of Rs. 80,841.25 to be deducted during AOC
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