Military Engineer Services Tender
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Costs
EMD
₹ 6,33,500Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_671200_1Bid Award Id
ViewTender No
80328/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Excavation in trenches, not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation, pipe line, cables, drains etc. not exceeding 10 sqm area on plan and getting out in any type of soil complete all as specified and directed .
276.68
-
-
Excavation in trenches, not exceeding 1.5 metre wide and exceeding 1.5 metre in depth but nexc 3.0 metre for foundation, pipe line, cables drains etc. and getting out in any type of soil complete all as specified and directed
159.41
-
-
Excavating over areas n exc 1.5 m depth including getting out in hard / dense soil complete all as specified and directed (Area drainage)
432.6
-
-
Excavating over areas exc 1.5 m depth but nexc 3.0m in depth including getting out in hard / dense soil complete all as specified and directed (Area drainage)
173.07
-
-
M&L for excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, in hard/ dence soil complete all as specified and directed.(Fencing)
608
-
-
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cms thick in soils complete all as specified and directed
586.51
-
-
Removal of excavated material surplus soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed .
63.05
-
-
Removing excavated material soil exc. 250m but n exc 500 m and depositing where directed complete all as specified and directed (Area drainage)
392.16
-
-
Removing excavated material soil exc. 500m but n exc 1.50 km and depositing where directed complete all as specified and directed (Road)
7765.65
-
-
ROAD / PATH / CULVERTS
-
-
-
M&L for forming embankments (reusing the approved soils obtained from above items ) including raising (for lowering) earth, spreading in layers not exc. 30 cm thick, watering, rolling with compactor of capacity 10 to 15 tonne and finishing to required size, shape, etc n.exc 1.5m high from base carried out under optimum moisture conditions to the specified percentage of standard proctor density not less than 95% complete all as specified and directed
364.5
-
-
Rolling and consolidating formation surface in cutting with watering as necessary and consolidating to the required level, gradient or camber with 8 to 12 tonne power road roller including filling in hollows and depressions which occurs during the process of rolling complete all as specified and directed.
1534.7
-
-
M & L for 200 mm Granular sub base (GSB)(compacted thicknes) laid in one layer of grading -V as per Table 400-1 of MORTH specification for Road and Bridge works 2013 over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. The materials are mechanically mixed, spread and leveling on the subgrde by using motor grader of adequate capacity and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compacted density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of Morth specification for Road and Bridge work 2013. (Note: Soak CBR value of 12% shall be confirmed before laying of GSB)
1584.2
-
-
Scarifying or picking gravelled,macadam or bituminous macadam surface in area exc 400 Sqm, depth exc 50mm and nexc 100mm, complete all as specified and directed
450.8
-
-
M&L for laying and compacting Wet Mix Macadam (WMM) of minimum 75 mm thickness (compacted thickness ) laid in one layer with 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 s dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. Note:- The finished surface tolerance to be as per table 900-1 of MoRTH specifications for Road and Bridge works 2013.
496
-
-
M&L for laying and compacting 250mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in equal layers with 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 s dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. Note:- The finished surface tolerance to be as per table 900-1 of MoRTH specifications for Road and Bridge works 2013.
1584.2
-
-
M&L for prepration of unsurfaced WMM by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with mechanical compressor to remove all loose dirt etc and applying evenly a tack coat/priming coat with bituminous primer Vg 10 @ 10 kg per 10 sqm, over WMM surfaces complete all as specified and directed
2035
-
-
M&L for 50 mm premix bitumenious macadam with 4 % of paving bitumen of VG-30 laid/rolled and compacted to required gradient and camber (Consolidated thickness 75mm or less) complete all as specified and directed .
1017.5
-
-
M&L for prepration surfaces of black top surface by brushing with wire brushes for removing caked mud etc , sweeping with brooms and finally fanning the cleaned surface with mechanical compressor to remove all loose dirt etc and applying evenly a tack coat/priming coat with bituminous primer Vg 10 @ 5 kg per 10 sqm, over black top surfaces complete all as specified and directed
1661
-
-
Material and labour for providing, laying and consolidating 40mm thick semi dense asphaltic concrete (SDAC) (consolidated thickness) with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient (by using paving Bitumen of grade VG-30 by using hot mix plants and laid by using mechanical paver complete all as specified and directed. Note :-
(i) Exact quantity of binder content based on mix design and no price adjustment shall be applicable if excess quantity of binder content is used / approved in execution of work under this item.
(ii) Cost of cement (filler) is deemed to be included in this item.
(iii) Work shall be done by using hot mix plant and sensor paver.
(iv) Mix design to be done in accordance with clause 505.3.1 of MoRTH Vth revision
3696
-
-
M & L for stone kerb of roughly squared jodhpur stones of size 15 cm x 30cm minimum 45cm length, all surfaces hammer dressed so that the maxium depression from a straight edge held against the dressed surface shall not exceed 20mm and jointed in CM 1:6 and struck flush etc complete all as specified and directed.
4180
-
-
M & L removing old kerb stone of any from road edge and refixing the kerb stones including jointed in CM 1:6 and struck flush etc complete as specified and directed .
3220
-
-
M&L for 50 mm thick Moorum/red bajri spread levelled rolled with 8-10 Ton road roller, watered and consolidated to gradient and camber required as in shoulders/ road berms etc. complete all as specified and directed
2352
-
-
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 thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1with necessary excavation and earth work complete all as specified and directed
216
-
-
Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector fixed with and incl MS stud of suitable size as per manufactures instructions or according to customers requirements bearable weight 10 tons approx complete all as specified and directed.
216
-
-
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 ( Milicendela) view distance upto 1000 meters, flash rate 2H2 or according to customers requirements bearable weight 10 tons approx. life span- three to five years complete all as specified and directed.
108
-
-
M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
1680
-
-
EXTERNAL WATER SUPPLY
-
-
-
Taking out from trench existing old rusted / corroded CI/DI pipe of size 200 mm bore spigot and socketed ends ( including all fittings) and lead joints incuding burning out joints and recovering lead including bailing out dirty / muddy water if necessary complete all as all as specified and directed by Engineer-in-charge.
22
-
-
All as per serial item No. 29 above but for 150 mm bore old rusted / corroded CI/DI pipe. Note for item no 29 & 30 :-
(i). Excavation and earth work shall be measured & paid separately under respective items of schedule of works. (ii) The cost of bailing out dirty / muddy water is included in the quoted rate of this item and nothing extra shall be paid on this account.
(iii) Rate quoted against this item is deemed to be inclusive of sorting out and stacking serviceable CI/DI pipes of any type for relaying/reuse under respective item here-in-after from the userviceable pipes(for further disposal vide sch of credit)
(iv) The cost of cleaning , removing rusted particle & mud particles of inside surfaces and outside surfaces of wall of pipe is included in the quoted rate of this item and nothing extra shall be paid on this account.
22
-
-
Supplying, laying, jointing, commissioning & testing DI pipes with rubber gasket Tyton push on Joints of spigot and socket ends centrifugally cast (spun) class " K-7" conforming to IS-8329 -2000 in any length of size 200mm bore laid in trenches complete all as specified and directed.
11
-
-
All as per serial item No. 31 above but for 150 mm bore DI pipe.
Notes for item no 31 & 32 :- (i) DI fittings and earth work shall be measured & paid for separately under respective items of BOQ. (ii) The rates quoted shall include providing rubber gasket Tyton push on Joints and nothing shall be extra paid for.
11
-
-
Laying, jointing, commissioning & testing in trenches old servicable CI/DI pipe of 200 mm bore with new fittings complete all as specified and directed
11
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-
All as per serial item No. 33 above but for 150 mm bore CI/DI pipe.
Note for item no 28 & 29 :- (i) CI fittings and earth work shall be measured & paid separately under respective items of BOQ. (ii). Run lead Joint for this item shall be measured and paid seperately under respective item of BOQ.
(iii) New Rubber gasket will be provide and cost of the rubber gasket push on tyton jointing shall be inclusive of the quoted rate and nothing shall be paid extra.
11
-
-
Supply and fixing CI / DI fittings and specials up to 150 mm dia (any type, radius and angle) like collar, bends, tee, tail piece caps and pugs, single branch ‘Y’ junction, double branch, cross, spigot & socket or taper and flanged, straight bend, increasing decreasing or double socket, reducer complete all as specified and as directed.
100
-
-
All as per serial item No. 35 above but for CI/DI fittings and specials 200 mm dia to 300 mm dia pipes.
Note for item no 35 & 36:- The weight of the fittings for the purpose of payment shall be actual weight of the fittings or as specified in IS code whichever is less.
100
-
-
Taking out from trenches / from under roads existing old unservicable rusted / corroded GI pipe 80 mm bore and connections including all fittings complete all as specified and as directed.
120
-
-
All as per serial item No. 37 above but for GI pipe of 50 mm bore.
Note for item no 37 & 38 :-
(i). Excavation and earth work shall be measured & paid separately under respective items of BOQ. (ii) The cost of bailing out dirty / muddy water is included in the quoted rate of this item and nothing extra shall be paid on this account.
(iii) Rate quoted against this item is deemed to be inclusive of sorting out and stacking serviceable GI pipes of any type for relaying/reuse under respective item here-in-after from the userviceable pipes(for further disposal vide sch of credit)
660
-
-
Supplying, Laying, jointing and testing of GI steel water tubing 80 mm bore ISI marked medium grade galvanised including tube fittings Viz Tees, Socket bends elbows, union, nipple etc screwed and socketed joint laid in trenches/under road complete all as specified and directed.
60
-
-
All as per serial item No.39 above but for GI pipe of 50 mm bore.
Note for item no 39 & 40 :-
(i). Excavation and Earth work shall be measured and paid separately under respective item of Schedule of work) (ii). The cost of GI fittings are included in the quoted rate of this item and nothing extra shall be paid on this account.
600
-
-
Laying, jointing, commissioning & testing only in trenches old servicable GI pipe 80 mm bore after cleaning , removing rusted particle & mud particles of inside surfaces and outside surfaces of wall of pipe etc including supply and fixing new tube fittings Viz Tees, Socket bends elbows, union nipple etc screwed and socketed joint complete all as specified and directed.
60
-
-
All as per serial item No. 35 above but for GI pipe of 50 mm bore.
Note for item no 41 & 42 :-
(i). The cost of cleaning , removing rusted particle & mud particles of inside surfaces and outside surfaces of wall of pipe is inclueded in this item and nothing extra shall be paid on this account.
(ii) The cost of new tube fittings are included in this item and nothing extra shall be paid on this account.
(iii). Earth work shall be measured & paid for separately under respective items of schedule of works.
(iv) Fittings of old pipe lines shall not be used in this item.
60
-
-
EXTERNAL ELECTRIC SUPPLY
-
-
-
Supply and install, testing and commissioning of LT panel board outdoor cubicle type floor mounted metal enclosed fixed type, free standing, floor mounting, compartmentalized, modular type suitable for indoor installation, cubical type, factory assembled in bolted design fabricated from 3.15 mm thick CRCA sheet steel frame work and painted with two coat of synthetic enamelled paint, degree of protection IP-54 as per IS-13947,consisting high conductivity bus aluminium bus bar of suitable size with heat shrinkable sleeves, fault rating 50 kA for 1 sec, including multifunctional digital voltmeter, ammeter, frequency meter and power factor meter including following electric controls complete wiring of panel & Installation all as specified and directed :- (a) MCCB 160 Amp, 25 kA,4 Pole Fixed TM- 01 Nos (I/C)
(b) MCCB 125 Amp, 16 kA,4 Pole Fixed TM-02 Nos (O/G)
(c) CTs 500/ 5 ma - 1 Set of 3
(d) .Digital Panel Meters Class 1with 3 Phase Voltage, Current Frequency, PF, KW, KVA, KVAR and kWh - 1 No
(e) Aluminium Busbar 400 Amp - 1 set of 4 Note :- The drawing of the LT Panel board to be got from approved by GE before manufacturing and commissioning
1
-
-
Disconnecting and taking out of old LT armoured PVC cables from trenches of any size/ core / any voltage grade from trenches for replacement all as directed by Engr in charge Note :- Excavation and earth work shall be measured & paid separately under respective items of BOQ.
410
-
-
Supply, laying, commissioning and testing XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, of following cross sectional area :-
-
-
-
240 Sq mm 3.5 core
150
-
-
150 Sq mm 3.5 core
80
-
-
50 Sq mm 3.5 core
100
-
-
35 Sq mm 3.5 core
80
-
-
Material and labour for dry tibba sand laid in trenches for cushioning to under ground cable, spreading, levelling hand punning complete all as specified and directed.
Note- Punned down thickness will be considered for measurement and payment purpose.
26.57
-
-
Supply and lay un reinforced precast concrete cable covers Class LV,Type 1, flat, size 250mm x 150mmx 40mm complete all as specified and directed.
2050
-
-
Supply and fixing of cable jointing kit for 3.5/4 core XLPE armoured electric cable 1100 volt grade for following sizes of cables complete all as specified and directed :-
-
-
-
240 Sq mm 3.5 core.
10
-
-
150 Sq mm 3.5 core.
4
-
-
50 Sq mm 3.5 core.
4
-
-
35 Sq mm 3.5 core.
4
-
-
M&L GI pipe 80mm dia light grade with all fittings, MS clamps fixed on poles/walls or laid in floors / roads for protection of cable complete all as specified and directed.
36
-
-
M&L GI pipe 50mm dia light grade with all fittings, MS clamps fixed on poles/walls or laid in floors/roads for protection of cable complete all as specified and directed.
24
-
-
Supply and fix in replacement of Test point terminal block made of Gun Metal or Phosphorous bronze size 75 x 75 x 25 mm drilled & screwed incl 3 Nos, 8mm dia, 25mm long Hexagonal head Screw complete all as specified and directed.
6
-
-
Supply and fix in replacement of Copper strip 20 x 3.15mm with saddels and fixing screws for roof conductors and down conductors above ground ,Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or burried in ground or drawn in conduit/ pipe or fixed to poles or fixed to wall on insulators or any other indicated situation for loop earthing etc as required complete all as specified and directed.
150
-
-
M & L for earthing with copper earth plate electrode 60 cm x 60 cm x 3.15 mm buried directly in ground ( earth pit not less than 2.25 m deep below normal ground level), with top edge of the plate vertically to depth of not less than 1.5 m below normal ground level connected to and incl copper strip 20x3 mm and GI pipe 32 mm dia light grade for protection to the extent of 7.5 m as earthing lead by means of GI bolts and nuts etc connecting to equipment with provn of charcoal and salt etc all as per electrical plate No 3 of SSR Pt-I incl PCC chamber and cover, watering arrangement with GI pipe 20 mm dia and MS funnel, concrete pit excavation and earth work in any type of soil and testing on completion etc complete all as specified and directed.
( Note : PCC chamber shall be constructed at least 1.5m away from earth pit, pipe for watering shall be provided in slanting manner.)
6
-
-
M & L for Earthing with Galvanised Steel earth plate of size 60 x 60cm x 6.0mm thick electrode buried directly in ground (earth pit not less than 2.25m deep below ground level) with top edge of the plate not less than 1.5m below ground level, connected to and including 32x6mm earth strip to the extent of 7.5 m drawn through and including 40mm dia light grade GI pipe in ground by means of nuts, bolts, check nuts and washers of GI all as shown in electrical plate No.3 of SSR Part-I duly connected to Panel / DB / main switch or as indicated including testing on completion incl PCC chamber and cover, watering arrangement with GI pipe 20 mm dia and MS funnel, concrete pit excavation and earth work in any type of soil and testing on completion etc complete all as specified and directed.
2
-
-
AREA DRAINAGE
-
-
-
M&L for Plain cement concrete type C2 1:3:6 ( 40 mm graded stone aggregate ) as in foundation, filling and mass concrete complete all as specified and directed. (Area drainage 18.75 cum + Fencing 91.2 cum)
109.95
-
-
M&L for plain cement concrete type D2 1:4:8 ( 40 mm graded stone aggregate ) as in foundation, filling and mass concrete complete all as specified and directed.
(Area drainage 28.84 cum + Fencing 1.18 cum)
30.02
-
-
M&L for plain cement concrete type B2 1:2:4 ( 40 mm graded stone aggregate ) as in foundation, filling and mass concrete complete all as specified and directed.
25.9
-
-
M&L for RCC M- 30 (20 mm graded stone aggregates) as in foundations, including rafts, footings, foundations beams, plinth beams, bases for columns, etc, basement slabs, under reamed piles and mass concrete complete all as specified and directed.
108.05
-
-
M&L for RCC M- 30 (20 mm graded stone aggregates) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.
56.25
-
-
M&L for RCC M- 30 (20 mm graded stone aggregates) as in Slabs 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.
71
-
-
M & L for Use and waste for form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and sofits (if any) of foundation and plinth beams, and similar work; vertical or to batter rough finished flat surface of concrete complete all as specified and directed.
(Area drainage 61.74 Sqm + Fencing 3.84 Sqm)
65.58
-
-
M & L for Use and waste for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter rough finished flat surface of concrete complete all as specified and directed.
336.14
-
-
M & L for Use and waste for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200mm thick (Horizontal or sloping) rough finished flat surface of concrete complete all as specified and directed.
102.9
-
-
S&F mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
(Area drainage 29915.25 Kg + Fencing 251.73Kg)
30166.98
-
-
S&F mild steel TMT bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
2656.17
-
-
M&L for squared rubble walling, Jodhpur type brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed.
86.48
-
-
M&L for extra over for hammer dressing to face stones with maximum depression on face from a straight edge not exc. 20 mm and dressing face beds and joints as specified to squared rubble stone walling jodhpur type brought up to courses complete all as specified and directed.
213.64
-
-
M&L for plain cement concrete type B1 1:2:4 (20 mm graded aggregate) as in lintels upto 1.5 m clear span and other similar bands, plinth courses, string courses,parapets and railings upto 60 cm in height, copings, kneelers, apex stones bed plates, water troughs and the like including necessary form work, weathering, slightly rounded or chamfered anglesand throating complete all as specified and directed.
6.59
-
-
M&L for Flush pointing to squard rubble masonry, coursed or uncoursed brought up to courses in cement mortar 1:4 complete all as specified and directed.
17.5
-
-
M&L extra for forming fair finished drain or channel 60 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stoped ends etc complete all as specified and directed.
125
-
-
M&L for plain cement concrete type B2 1:2:4 (40 mm graded aggregate) as in surface channel and drains complete all as specified and directed.
3.75
-
-
M&L for Rendering 10mm thick in CM 1:4 on stone masonary surfaces or surface other than fair faces of brick work, finished even and smooth without using extra cement complete all as specified and directed.
63.91
-
-
M&L preparation of new concrete or plastered surfaces of any description over 10cm girth or width , not otherwise described and applying two coats of synthetic enamel paint over a priming paint complete all as specified and directed.
63.91
-
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FENCING
-
-
-
M&L for mild steel work as struts 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.
21923.16
-
-
M&L for mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long dia 05 to 10 mm, etc complete all as specified and directed.
217.5
-
-
Supply only Chain link MS galvanisd fencing mesh of size 100 x 100 mm, dia of wire 4mm(approx) complete all as specified and directed.
6237
-
-
Fixing only Chain link MS galvanisd fencing mesh of size 100 x 100 mm of standards, rails, straining bolts, etc. complete all as specified and directed.
3150
-
-
S&F for 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. (each line wire to be measured) complete all as specified and directed.
150
-
-
M&L for10mm dia round bar as in straining rod in chain link fencing incl bending, crankng, hooking incl mild steel wire clips complete all as specified and directed.
4627.5
-
-
M&L for Preparation of newly steel surface any description exc 10cm in width or girth and applying two coat of synthetic enamal paint over a coat of red oxide primer complete all as specified and directed. (Fencing 378.26 Sqm + Gate 49.64 Sqm)
427.6
-
-
M&L Preparation of new surfaces of steel of any description n exc 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
855
-
-
M & L erecting for 600 mm dia punched tape concertina coil fencing, stretches along with two lines for RBT (supporting wire of the same material as concertina coil) having stranded specifications, average weight not less than 1.06 Kg/RM including coating of px2 compound (Anti Rust) and fixed in angle iron brackets on compound wall with and including using necessary scaffolding along the length of wall complete all as specified and directed.
2130
-
-
STEEL GATE
-
-
-
M&L for Reinfoced cement concrete M- 25 (20 mm graded aggregates) as in foundations, including rafts, footings, foundations beams, plinth beams, bases for columns, etc, basement slabs, under reamed piles and mass concrete complete all as specified and directed.
2.02
-
-
M & L for Reinfoced cement concrete M-25 using 20 mm graded crushed stone agggregate as in columns pillars posts etc complete all as specified and directed.
2.55
-
-
M & L for Form work to sides of pillars, posts, struts, pier, columns square, rectangular or polygonal rough finished surface of concrete complete all as specified and directed.
22.68
-
-
M & L for Rendering 10mm thick in CM 1:4 on block masonary surfaces or concrete surfaces work, finished even and smooth without using extra cement complete all as specified and directed.
18
-
-
M&L for prepariation newly plastered surfaces of wall and applying two coats of cement base paint over a one coat of alkali- resistant primer complete all as specified and directed.
18
-
-
S&F mild steel TMT bars 5 mm dia and over upto and including 10 mm dia in strips, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
121.58
-
-
M&L mild steel work as in framed steel Gate including pintle hinges, stops, hand made sliding bolts etc ornamental and intricate design complete all as specified and directed.
1961.55
-
-
M&L for PCC 1:2:4 type B1 (20 mm graded aggregate) as in bed blocks including necessary form work, complete all as specified and directed.
0.62
-
-
Schedule of Credit Rs. 39650
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Signature of Contractor
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Evaluation Notes How It Works ?
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