Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date11 Jun 2024
Closing Date5 Sep 2024
Tender Amount₹ 1,93,00,000
Costs
EMD
₹ 2,68,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_658277_1Bid Award Id
ViewTender No
CECHZ/CHM/T-06/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Excavation over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed.
975
-
-
Returning, filling in ,including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed
1034
-
-
Removing of surplus soil / 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.
1341
-
-
Supply and fix 4mm dia galvanised steel wire, 150mm x 100mm mesh, made up into mattresses or cages, lapped, wired and placed/laid in position, binding and j ointing edges with 4mm dia galvanised steel wire to form complete mattresses including closing after filling complete all as specified and directed. Notes : 1. The mattresses shall be formed by looping the wires at each intersection. 2. Stone, boulder or other filling shall be measured and paid for separately.
13860
-
-
Material and labour for Boulder filling dry, handpacked tightly, as in wire crate apron bunds (Wire crate measured separately) complete all as specified and directed.
Note :Wire crate shall be measured and paid for separately.
2520
-
-
Supply only of non-woven geotextile sheet having minimum average roll value (MARV) puncture strength of 2800 N of as per PS/drawings as directed by Engineer-in-charge complete as specified and directed
990
-
-
Demolition of brick work or stone masonary built in cement mortar including quions, arches, pillers etc but excluding ashlar facing dressed stone work and precast concrete articles and disposing off the rubbish materials as directed by Engineer-in -charge complete all as specified and directed.
78
-
-
Demolition of cement concrete (unreinforced) / bituminous surface in ground floors and pavings of retaining wall not exceeding 15cm thickness (below or above ground level) and disposing off the rubbish materials as directed by Engr-in-charge complete all as specified and directed.
15
-
-
M&L for walling of random rubble, uncoursed well bonded, built in CM (1:4) as in retaining wall, parapet, steps complete all as specified and directed.(Note : Volume occupied by PCC bond stone shall not be measured against this item. Volume occupied by PCC bond stone shall be measured and under respective of BOQ.)
520
-
-
All as per item No 1.11 above but except stone complete all as specified and directed.
26
-
-
Precast PCC 1:3:6 type C1 using 20mm graded stone aggregate as in bond stones set in cement mortar 1:4 complete all as specified and directed.
24
-
-
PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in coping to retaining walls/steps/parapets / base of railing post etc including necessary formwork complete all as specified and directed.
6
-
-
PVC pipes 75mm bore PVC (SWR) pipes as in weep holes ,embedded properly in masonry while construction complete all as specified and directed.
750
-
-
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses ( hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc 20mm) complete all as specified and directed.
234
-
-
M&L for raised pointing in cement mortar 1:4 to brick or stone masonary wall complete all as specified and directed.
26
-
-
Roads
-
-
-
Scarifying or picking gravelled,macadam or bituminous macadam surfaces in area n exc 400 sqm exc 50 mm and n exc 100 mm deep complete all as specified and directed.
25
-
-
Rolling and consolidating road formation surfaces in cutting with 8 to 12 tonne capacity power road roller, watering as necessary including filling in hollows and depressions and consolidating to the required level, gradient and camber complete all as specified and directed.
25
-
-
Providing 150mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH specifications for Road and Bridge work, 2013, in a single layer over. The materials are mechanically mixed, spread and rolled with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the maximum dry density complete all as specified and directed.
25
-
-
M&L for 150mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75mm each, grading as per table 400-13 of MoRTH specification for Road and Bridges works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 90-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed.
25
-
-
Preparing unsurfaced WMM by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with Air compressure to remove all loose dirt etc in black top surfaces complete all as specified and directed.
25
-
-
Applying evenly a priming/tack coat of Paving bitumen of grade VG- 10 @ 10Kg/10 Sqm on black top surface complete all as specified and directed.
25
-
-
Preparation of black top surfaces 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 complete all as specifed and directed.
155
-
-
Applying evenly a priming/tack coat of Paving bitumen of grade VG- 10 @ 5 Kg/10 Sqm on black top surface complete all as specified.
155
-
-
Bituminous premix asphaltic semi dense concrete 40mm consolidated thickness with 6% binder content by weight by total mix, using paving bitumen of VG-10 grade rolled and compacted to required camber and gradient using vibromax power roller of capacity 8 to 12 Tonne complete all as specified and directed (consolidated thickness not exceeding 75 mm) complete all as specified and directed. complete all as specified.
180
-
-
50mm thick Premix bituminous macadam (BM) using 4% binder content using paving bitumen (VG-30) by wt of total mix using hot mix plant and laid with mechanical paver, rolled and compacted to required gradient and camber using vibromax power roller of capacity 8 to 12 Tonne complete all as specified and directed complete all as specified and directed. Notes :- (i) Bituminous macadam shall be laid using self propelled hydrastatic paver finisher. (ii) Preparation of mix shall be using hot mix plant and transporting in tipper.
18.5
-
-
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 incl MS as per manufactures instructionsstud of suitable size as per manufactures instructions.
120
-
-
Preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with white/yellow hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with 20% of glass beads (intermixed) by special applicator machine (automatic mechnical engine driven machine) all as per manufacturers instruction complete all as specified and directed.
60
-
-
Security Fencing/wall/Gate
-
-
-
Excavating in post holes (or similar holes) each not exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface in hard/ dense soil etc complete all as specified and directed.
41
-
-
Dismantling wrought iron or mild steel work of any description any position not otherwise provided complete all as specified and directed.
1.5
-
-
Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc ; flat iron fillets (for securing wire mesh etc) including all necessary drilling bolting or riveting etc, and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed
1220
-
-
PCC 1:3:6 type C-2 (40 mm graded stone aggregate) as in foundations,filling and mass concerete etc including demolition of old cement concrete (unreinforced) in ground floors and pavings not exceeding 15cm thickness (below or above ground level) and disposing off the rubbish materials) complete all as specified and directed.
2
-
-
Cement concrete 1:4:8 type D-2 ( using 40mm graded stone aggregate) as in in foundation filling and mass etc including demolition of old cement concrete (unreinforced) in ground floors and pavings not exceeding 15cm thickness (below or above ground level) and disposing off the rubbish materials) complete all as specified and directed.
0.5
-
-
Supply only Mild steel round bars 10mm dia and over, fixed in chainlinkfencing including necessary welding work all as specified and as directed
245
-
-
M&L for preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer etc,complete all as specified.
65
-
-
M&L for preparation of new steel surfaces of any description n exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer etc,complete all as specified.
10
-
-
S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed screwed bothe ends, each screwed end to be fitted with washers and one hexagonal or square nut diameter of neck 5 to 10 mm exc 5 cm and n exc 10 cm long complete all as specified and directed
40
-
-
S&F Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc as directed each line wire to measured) complete all as specified and directed
5
-
-
Supply only chain link fencing mild steel galvanised fencing any size or type complete all as specified and directed
630
-
-
Fixing only chain link fencing including line wires, any mesh, size and type of standards, rails, straining bolts, etc including provn of binidng wire complete all as specified and directed
210
-
-
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point unde complete all as specified.
2.5
-
-
Material and Labour Framed work such as grills, gratings,railing etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified.
500
-
-
Area drainage
-
-
-
Excavating over areas, n exc1.5 m deep and getting out in hard/dense soil. complete all as specified.
99
-
-
M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundations, sub base of floor filling and mass concrete complete all as specified.
16
-
-
M&L for Walling of random rubble,uncoursed well bonded, built in CM(1:4)as in retaining wall,parapet,steps complete all as specified & directed by Engineer in charge
65
-
-
M/L for PCC 1:3:6 type C-1 using 20 mm graded stone agg as in coping to retaining walls/steps/parapet /base of railing post etc including necessary formwork and forming construction joint at 3.00m interval and expansion jpoint at 10 m interval etc complete all as specified.
6
-
-
Returning, filling in, including spreading, levelling, watering and well ramming in layers in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified.
10
-
-
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point unde complete all as specified.
80
-
-
M&L cement concrete in surface channels and drain type C-1 1:3:6 (20mm aggregate) complete all as specified and directed
3
-
-
M&L for 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.
120
-
-
M&L for precast RCC (1:2:4) type B-1 using 20mm graded mechanically crushed stone aggregate as in landing cover slab for drain, manholes , septic tank set in cement mortor ( 1:6) including necessary form work complete (Reinforcement shall be measured separately) including demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in position not otherwise specifically provided for complete all as specified and directed.
25
-
-
Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required including crancking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire not less than 0.5mm dia or securing with clips quality confirming to deformed or twisted bars complete all as specified and as directed.
1300
-
-
Rendering 15mm thick in cement plaster 1:4 on other than fair faces of stone or brick surfaces incl finishing surface with out using extra cement complete all as specified and directed
108
-
-
M&L for 600 mm dia reinforced concrete pipes, class NP2, laid in trenches and jointed complete all as specified and as directed.
10
-
-
Note: For the purpose of arriving at Contract sum, the amount of Schedule of credit (i.e Rs 36750.00) shall be deducted from the total amount arrived.
-
36750
-
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