Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Dec 2024
Closing Date10 Jan 2025
Tender Amount₹ 1,96,04,000
Costs
EMD
₹ 2,71,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_688402_1Tender No
8968/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 of filling of materials, mixing of fly ash, clinker & stone dust in proportion of 1:3 :6 (i.e 10% Fly ash, 30% Clinker and 60% Stone dust materials) laying , watering , ramming and compacting with vibratory roller to get min CBR value 20% and Dry density 97 % placed at required camber and gradient complete all as specified and directed.
[Total Qty : 2730.00 Cum (Part I) + 12.56 Cum (Part II) + 297.05 Cum (Part III) = 3039.61 Cum] [Note : (i) Test report of CBR & Dry Density of compacted soil shall be submitted for claiming payment.
(ii) Stack measurement shall be carried out and entered in MB as "Not to be abstract" before payment.
(iii) Road roller register shall be maintained to keep record of rolling hours and shall be checked before payment.]
3039.61
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M&L for Laying and compacting 200 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MaRTH specifications for Road and Bridge works, 2013, in two equal layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber with finished surface tolerances as per Table 900-1 of MaRTH specifications for Road and Bridge works, 2013 complete all as specified and directed.
[Note : (i) Test report of CBR & Dry Density of compacted soil shall be submitted for claiming payment.
(ii) Stack measurement shall be carried out and entered in MB as "Not to be abstract" before payment.
(iii) Road roller register shall be maintained to keep record of rolling hours and shall be checked before payment.]
455
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M&L laying and compacting total 250mm compacted thickness (laid in three layers of 1st layer 100mm and rest 75mm each) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge 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 8 to 12 tonne static weight and consolidating to required gradient and camber, complete all as specified and directed. [Note : (i) The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge Works 2013.
(ii) Raw materials for work shall exclusively prapared by latest calibrated WMM Plant. Valid Calibration Certificate of WMM Plant to be submitted to Engr-in-Charge before execution of work. No manual mixing of coarse aggregate are allowed.
(iii) Lorry no & qty brought at site of WMM materials shall be entered in MB as "Not to be abstracted" before payment.
(iv) Payment shall be made after submission of approved mixing qty of WMM materials from GE, Calibration Certificate of WMM Plant & Vibratory Roller Register.]
455
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M&L preparing of surfaces of unsurfaced wet mix water bound macadam (WMM) 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. and including applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS : 8887 at a rate of application of 0.7-1.0 kg/sqm on surface of WMM / WBM as specified in Table 500-3 of MoRTH Specification for road and bridge works 2013, using mechanical sprayer, complete all as specified and directed.
317
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M&L premixed bituminous macadam over primed surface of road using paving bitumen VG-30, laid/rolled by 8 to 12 tonne capacity roller and compacted to required gradient and camber (consolidated thickness 75 mm or less including preparation of area before laying of Macadam with mechanical paver), binder contents of premixed macadam shall be 4% by weight of total mix (Design Mix), complete all as specified and directed. [Note : (i) Work shall be executed after approval of design mix of bituminous macadam by GE.
(ii) Calibration of Hot Mix Plant shall be submitted to Engr-in-Charge for approval.
(iii) Payment shall be made to Contractor after submission of approved design mix, Bitumen Extraction Report, Road Roller Register & Calibration Report.
(iv) Exact qty of binder to be used shall be ascertain by design mix.
(v) Minimum 4% of binder shall be used. However, in case more than 4% of binder content is required as per design mix, the same shall be provided by the contractor at no extra cost to the dept.]
158
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M&L applying evenly a tack coat of cold mix bitumen emulsion standared grade @ 5 Kgs per 10 sqm with mechanical pressure sprayer complete all as specified and directed.
317
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M&L Bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% binder with paving bitumen (VG-30), filler cement as per recommendation of design by weight of total mix from hot mix plant, rolled by with 8 to 12 tonne vibrating (tandom) road roller to confirm uniform surface and compacted to required camber and gradient complete with mechanical paver, complete all as specified and directed.
[Note : (i) Work shall be executed after approval of design mix of bituminous macadam by GE.
(ii) Calibration of Hot Mix Plant shall be submitted to Engr-in-Charge for approval.
(iii) Payment shall be made to Contractor after submission of approved design mix, Bitumen Extraction Report, Road Roller Register & Calibration Report.
(iv) Exact qty of binder to be used shall be ascertain by design mix.
(v) Minimum 5.5% of binder shall be used. However, in case more than 5.5% of binder content is required as per design mix, the same shall be provided by the contractor at no extra cost to the dept.]
317
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Removing excavated material exc 250m but n.exc 500m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.
364
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M&L preparing bituminous surfaces of road by cleaning and preparing the road surface and making good the road marking location and marking / applying 2.5mm thick white or golden yellow reflective hot thermoplastic road marking paint (Hot application) for centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements confirming to BS 3262-1989 with special applicator machine through modern propelled road marking machine in a layer all as per manufacturers instruction and use of all ingredients such as binder, glass beads, titanium dioxide, calcium carbonate, interfiller thermoplastic required for glass beads per sqm by incorporating the white/ yellow beads for reflectivity in 100 mm width, complete all as specified and directed.
144
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M&L approved Moorum/red bajri filling in Road Berm, floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed/rolling with power roller of 8 to 10 tonne of minimum 95% proctor density including watering complete all as specified and directed.
[Note : (i) Test report of CBR & Dry Density of compacted soil shall be submitted for claiming payment.
(ii) Stack measurement shall be carried out and entered in MB as "Not to be abstract" before payment.
(iii) Road roller register shall be maintained to keep record of rolling hours and shall be checked before payment.]
124.62
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(Sch A Part-II) HUME PIPE CULVERT
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Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains in all kind of soil (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed.
[Note : 38.31 (Part-II) + 774.90 (Part-III) = 813.21]
813.21
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M&L Hard core of broken stone or bolders of guage not exc 63 mm deposited speared and levelled in layers not exc 15 cm thick watered and rammed to a true surface compete all as specified and directed.
5.09
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M&L Plain Cement Concrete (1:3:6), type C-2, using 40mm graded stone aggregate as in bed of 450mm bore of pipe (RCC hume pipe) including packing under and completelly surrounding pipe compete all as specified and directed.
13.8
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M&L Reinforced concrete pipes ,class NP2, laid and jointed complete with collors 450 mm bore compete all as specified and directed.
30
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M&L Brick work using "Flyash" bricks (old size) built in Cement mortar (1:4) straight or curved on plan exceeding 6 metre mean radius compete all as specified and directed. [Notes : Total Qty : 0.56 Cum (Part-II) + 193.73 Cum (Part-III) = 194.29 Cum]
194.29
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M&L Plain Cement Concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in coping, bed plate kerbs including weathering slightly rounded or chamfered angles and throating etc compete all as specified and directed. [Note: Total Qty : 0.06 Cum (Part-II) + 14.35 (Part-III) + 5.40 (Part V) = 19.81 Cum]
19.81
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M&L Rendering 15 mm thick in cement and sand mortar (1:4) on fair faces of brick work or concrete surface of wall , surface finished even and smooth without using extra cement compete all as specified and directed. [Note: Total Qty : 7.08 Sqm Cum (Part-II) + 16.30 (Part-IV) = 23.38 Sqm]
23.38
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M&L Preparation of new cement plastered surfaces of any descripation and applying two coats of colour wash over a coat of white wash compete all as specified and directed.
7.08
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(Sch A Part-III) AREA DRAINAGE
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M&L Plain Cement Concete 1:3:6 type C-2 (using 40 mm graded stone aggregate) in foudations,filling and mass concrete complete all as specified and directed.
129.15
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M&L 15 mm thick rendering on brick concrete on wall in cement mortar (1:4) finish even and smooth using extra cement complete all as specified and directed.
746.2
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M&L Plain cement concrete (1:2:4) type B1 using 20 mm graded stone aggregete as in surface channel or drain etc. complete all as specified and directed.
22.6
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M&L Extra for forming fair finished drain or channel including form, mould, mitred/stoped ends for 30cm inner girth etc. complete all as specified and directed.
574
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Add or deduct for each 25 mm girth or part there of over or under 30cm as per item No. 3.04 above complete all as specified and directed.
4592
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M&L Precast Reinforced Cement Concrete (1:2:4) Type B 1 using 20mm graded stone aggregate as in cover slab of drain set in cement mortar 1:4 complete all as specified and directed.
1.08
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S & F TMT steel bars as in reinforcement 10mm dia & over, cut to length bent to shape required including cranking bending spirally for columns, hooking ends binding with and including mild steel wire (annealed) not less than 0.9 mm dia. complete all as specified and directed. [Note: Total Qty : 96.87 Kg (Part-III) + 124.41 Kg (Part-V) = 221.28 Kg]
221.28
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Returning filling in incl spreading, levelling, watering and well ramming in layers n.exc 25cm complete all as specified and directed.
[Note: Total Qty : 255.72 Cum (Part-III) + 7.08 Cum (Part-IV) + 101.18 Cum (Part-V) = 363.98 Cum]
363.98
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(Sch A Part-IV) STEEL GATE
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Add to item No. 1.01 for each additional 1.5 m or part thereof in depth beyond the first 1.5 m complete all as specified and directed.
[Note: Total Qty : 1.94 Cum (Part-IV) + 1.21 Cum (Part-V) = 3.15 Cum]
3.15
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M&L Plain cement concrete type D2, (1:4:8) with 40mm graded stone aggregate as in Fdn. Filling and mass concrete complete all as specified and directed. [Note: Total Qty : 0.97 Cum (Part-IV) + 0.97 (Part-V) = 1.94 Cum]
1.94
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M&L Reinforced Cement Concrete design mix M-25 as in Fdn. Inc. Rafts, footing. Fdn beams. Plinth beams bases for Col etc and mass concrete using 20 mm graded stone aggregate complete all as specified and directed.
1.67
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M&L Reinforced Cement Concrete design mix M-25 as in columns, pillars, pier's, post and struts using 20mm graded stone aggregate complete all as specified and directed.
2.43
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All as per item No 3.07 but 5mm dia & over up to and including 10mm dia in stirrups,spacer's and binder's complete all as specified and directed.
160.27
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Use & Waste formwork to side of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffit of foundaion and similar work, vertical or to batter complete all as specified and directed.
3
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Use & Waste formwork to side of pillars, posts stouts, pipes, columns and stanchions complete all as specified and directed.
19.46
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S&F Rolled mild steel in framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc, complete drilled for fixing of steel sheeting or other covering , doors etc, to be prepared for hanjing or sliding with and inc, either hooks and hinges or steel hanging door fittings (exclusine of steel sheeting or other conering , runing rails and guides) and hangings also fastening and fixing complete FE 410-W,250) complete all as specified and directed.
601.07
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S&F Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed.
26.76
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M&L preparation of new steel surfaces, applying two coat of synthetic enamel paint on new steel of any description exc 10 cm width or girth over a coat of red oxide zinc chrome primer all as specified and directed.
16.38
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Preparation of new plastered sufaces of any descripation and M&L & applying three coats of white wash complete all as specified and directed.
16.3
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(Sch A Part-V) EXTERNAL ELECTRIC SUPPLY
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Removal of excavated soil to a distance not exc 50 m and depositing where directed at a level not exc 1.5 mtr above the atsrting point complete all as specified and directed.
103.9
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M&L Sand Cushioning by screened, washed, dirtless sand in two layers (8 cm & 15 cm & total 230 mm) in Trenches for protection of UG Cables (below, above and around the UG Cable laid in Trenches) and consolidated (punned) upto 180mm thickness, complete all as specified and directed. [Note : For the purpose of Payment, Punned thickness of Sand Cushioning only shall be Measured and Paid.]
66.83
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M&L brick laying with subclass 'B' bricks (Fly ash Brick) in cable protection, laying complete all as specified and directed.
7.07
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M&L Plain cement concrete 1:3:6 (using 40mm graded stone aggregate) as in foundation of poles, stay etc including form work (if required) complete all as specified and directed.
10.58
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M&L earthing complete with galvanized steel plate electrode of size 600mmx600mmx6mm thick buried directly in ground (earth pit not less than 2.25 mtrs deep below ground level) with top edge of the plate not less than 1.5 mtrs deep below normal ground level, connected to galvanised earth lead wire 4.0 mm dia by means of bolts, nuts, and washers of galvanised iron or steel all as shown in earth plate No 3 in MES schedule Part I of 2009 connected to machinery/ equipment for Time Panel etc. with 40 mm GI light Grade pipe for protection including necessary excavation and earth work, concrete pit & chamber in PCC 1:2:4 type B1 (using 20 mm graded stone aggregrate) & pit cover 75mm thick in RCC 1:2:4 type B1 (using 20 mm graded stone aggregrate) duly reinforced with 6mm dia bar @ 150 c/c both ways including with lifting handle and Earth lead and 20 mm bore GI watering pipe medium grade, funnels, charcoal, salt etc testing resistance on completion, complete all as specified and directed.
4
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Supply, laying, jointing & testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminium conductor, 1100 volts grade, of size 4 core 16 sqmm, complete all as specified and directed. [Note : Payment shall be made after submission of PV, Manufacturer's Test Certificate, Testing on Completion report duly verified by Engr-in-Charge to GE.]
950
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Supply & Erecting Steel Tubular Swaged Pole Type 410-SP-22 (8.5 Metre long) including Cast Iron Base Plate, Finial Taper Plug, Cap, Mild Steel Bolts, Nuts, Screws including applying two coats of Black Bituminous Paint Internally and Externally from bottom End of Pole upto PCC Coping and applying with two coats of Aluminium Painting over a coat of Aluminium Primer (Externally from Top of Coping), complete all as specified and directed. [Note : Original PV & Manufacturer's Test Certificate to be submitted for claiming the payment.]
18
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S&F LED street light fittings on poles capacity 36 watts, high pressure die cast aluminium housing IP 66 rating front cover made of toughened clear glass, suitable for pole mounting with bracket arm 40mm dia, GI light grade pipe up to 1.4 m long, bend to required shape, clamp 40mmx6mm or required length including nuts & bolts fixed on steel poles complete all as specified and directed.
18
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S&F junction box of size 205mm x 255mm x 112 mm por nearest higher size made of polycarbonate with IP 65 degree of protection (EN60529), dust proof, water tight, shockj proof, fire retardent, with internally embedded gasket fitted with heat treated bakelite for terminals block and PVC glands for cable entry complete all as specified and directed.
18
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M&L three core 1.5 sqmm (nominal area) service wire PVC insulated copper conductor FRLS, multi stranded, unsheathed 1100 volts grade IS-694 marked and from junction box to street light fitting through steel pole with PVC conduit & necessary clamps, bolts & nut etc requuired for fixing complete all as specified and directed.
117
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S&F LED solar light fittings 24 watts including galvanized steel pole in built, lithium ion battery, solar panel, charge controller with dusk down sensor complete all as specified and directed. [Note : Excavation & earth work shall be measured separately]
5
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S&F Tubes, 'light grade', galvanized, with all fittings laid in trenches, fixed with wall/ floor, with pole etc for cable protection of size 40 mm bore, bracing with flat iron clamps nut and bolts etc complete all as specified and directed.
30
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Supply and install street light panel outdoor type with astronomical time switch, 32 Amps contactor and 40 Amps TPN MCB as incommer, 440 Volts, 50 Hz AC complete for pole mounted with feature as range : 6kW to 12 kW, FRLS internal wiring, inbuilt short circuit protection, provided with protection degree IP 54, extended wide band coil, confirms to IS/ IES 60947-4-1 complete all as specified and directed.
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