Military Engineer Services Tender
View complete overview of Uttarakhand MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date4 Sep 2024
Closing Date10 Oct 2024
Tender Amount₹ 1,39,10,300
Costs
EMD
₹ 2,14,103Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_671438_1Bid Award Id
ViewTender No
87204/LDN/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
M&L for PCC (1:4:8) Type D2 (40 mm graded aggre-gate) as in foundations, filling and mass-concrete or sub base of floor/ hard standing/ footpath complete all as specified and directed.
172.99
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-
M&L for walling of random rubble, uncoursed well bonded, bedded and solidly hearted, stone masonary work built in CM (1:6) complete all as specified and as directed. Note :- Only quantity of PCC bond stone to be deducted from quantity of random rubble masonary.
1556.63
-
-
M&L for PCC (1:2:4) type B-1, using 20mm graded stone aggregates, as in kerb/ benching/ coping, bed plates, for fixing of hold fast, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and directed.
5.88
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-
M&L for Precast PCC (1:3:6) type C-1, using 20mm graded crushed stone aggregate as in bond stones in lieu of stone bond stones, set in cement mortar (1:6), complete all as specified and directed.
116.75
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-
Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surfacae not exceeding 40mm to face stone for Lime or sand stone and dressing of face beds and joints, as specified of random rubble walling, uncoursed or brought upto course complet all as specified and directed.
759.5
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-
M&L for raised pointing in cement mortar (1:4) to random rubble masonary uncoursed or brought upto course complete all as specified and directed.
75.95
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-
M&L for stone boulder or broken stone hand packing (Any thickness) at back of wall over arches etc and raising (or lowering) to the required level, complete all as specified and as directed.
39.69
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-
S&F 110mm bore PVC (SWR) pipes single socketed in any length (6Kg/Sqcm pressure rating) and fixed in retainnig wall as spout (for weep holes) complete all as specified and as directed.
1005.1
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-
Excavation in trenches n. exc. 1.5 mtr wide and 1.5m in depth for foundation and getting out in soft/ loose & soft/disintegrated soil complete all as specified and directed.
2.05
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-
M&L for use & waste of formwork to sides and soffits of plinth beam, sides of footings, bass of columns and similar work with rough finished surfaces etc. complete all as specified and directed.
109.92
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-
M&L for use & waste of formwork to sides of columns and similar work with rough finished surfaces etc. complete all as specified and directed.
123.12
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-
M&L for RCC (design mix) M-25 (using 20mm graded stone aggregates) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles, raft etc and mass concrete complete all as specified and directed.
15.32
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-
M&L for RCC (design mix) M-25 (using 20mm graded stone aggregates) as in columns, pillars, piers, posts and struts complete all as specified and directed.
16.67
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-
M&L for use and waste of formwork to sides and soffits of beam, lintel rough finished surfaces etc. complete all as specified and directed.
6.6
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-
M&L for RCC (design mix) M-25 (using 20mm graded stone aggregates) as in floor/ roof beam, cantilevers, lintel over 1.5m span complete all as specified and directed.
0.86
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-
M&L for use and waste of form work to soffits of suspended slabs, such as roof slabs and similar work; not exc. 200 mm thick for flat rough finish surfaces complete all as specified and directed.
7.84
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-
M&L for use and waste of form work to chajjas including edges flat rough finished surfaces of concrete complete all as specified and directed.
0.9
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-
M&L for use and waste of formwork to edges of concrete flats and similar works exc. 10 cm & not exc. 20 cm wide with rough finished surfaces etc. complete all as specified and directed.
11.5
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-
M&L for RCC (design mix) M-25 (using 20mm graded stone aggregates) as in slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, and in shelves complete all as specified and directed.
0.94
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-
M&L for RCC (design mix) M-25 (using 20mm graded stone aggregates) as in Chajjas complete all as specified and directed.
0.09
-
-
M&L mild steel TMT bar 10 mm dia and over, cut to length, bent to shape required and binding with MS wire (annealed) not less than 0.9mm dia complete all as specified and directed.
1521.83
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M&L mild steel TMT bar 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required and binding with MS wire (annealed) not less than 0.9mm dia. complete all as specified and directed.
579.39
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-
M & L for brick work with kiln burnt brick built in CM (1:4) using subclass ‘B’ brick straight or curved on plan exceeding 6 meter mean radius with old size bricks complete all as specified and directed.
19.89
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-
M&L for hard core of broken boulders/stone of gauge n exc. 63 mm, deposited, spreading, leveling watering and well ramming to true surface in layers not exceeding 15 cm thick each layer complete all as specified and directed.
1.45
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-
M&L for 75 mm thick PCC (1:4:8) type D2, (40 mm graded stone agg) as in sub base of floor/ hardstanding/ footpath complete all as specified and directed.
4.84
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-
M & L for machine cut kota stone slab flooring 20-25 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing over screed bed or bedding layer of mortar 20 mm thick in cement mortar (1:4) all as specified and directed
4.84
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-
M & L fpr machine cut kota stone as in riser of steps, skirting, dado and pillar 20-25 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing over screed bed or bedding layer of mortar 10 mm thick cement mortar (1:3) complete all as specified and directed.
0.73
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-
M&L for 100mm thick PCC (1:3:6), type C-2 using 40mm graded stone aggregate as in plinth protection, surface finished even & smooth without using extra cement, with and including joint filling (Size 30mm deep x 10mm wide) with sealing compound grade-A at 3m interwal and corner complete all as specified and directed.
Note : Joint to be provided at each interval of 3m and corner and cost of the same deemed included in quoted rate.
6.72
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-
M&L forming expansion joints 20 mm thick and thickness of concrete slab 150mm, filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing with sealing compound grade 'A' complete all as specified and directed.
13.8
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-
M & L for Rendering 15 mm thick in two layers i.e. 10mm thick in CM (1:6) and 5mm thick in CM (1:4) using water proofing liquid compound as per manufacturer's instructions on other than fair faces brick or concrete surfaces and finishing surfaces even & smooth without using extra cement including scaffolding complete all as specified and directed. Note :- WPC shall be measured and paid separately as supply only
25.78
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-
M&L for rendering 10 mm thick in CM (1:6) using water proofing liquid compound as per manufacturer's instructions on brick or concrete surfaces finished even & smooth without using extra cement including scaffolding complete all as specified and directed.
25.78
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-
M&L for rendering 5 mm thick in CM (1:3} on concrete surface & finished even & smooth without using extra cement complete all as specified and directed.
7.84
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-
Supply only WPC integral water proofing compound (Liquid type) complete all as specified and directed.
4.51
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-
M&L for preparation of newly plastered surface of external wall all as prescribed by manufacture of paint and applying two coats of exterior anti fungal acrylic emulsion paint (walmista of Berger paint or equitant in Asian paint, Nerolac etc having three years of performance warranty) over a coat of exterior water based primer of same make all as specified and prescribed by manufacture of paint/ distemper by using roller/ spray machine with and including application of wall care putty to remove the dent and to make the surface even and smooth by grinding or rubbing with sand paper complete all as specied and directed.
25.78
-
-
Note:- (i) The newly plastered surface must be prepared in a manner so that there should not be any impression of dent and it should be made even all as per manufacture instruction before application of emulsion paint. The cost of all materials, T&P and labour required for preparation of surface are deemed to be included in the rates quoted. (ii) The work must be got executed through authorised applicator of manufacture after concluding an MoU with manufacture for company back guarantee by the contractor. The authorised applicator of manufacturer shall be got approved from GE/ AGE (I) before commencement of work. (iii) All the material to be incorporated in the work shall be brought by contractor to MES store yard which will be subsequently issued by deportment for incorporation in the work to ensure the quantity to be consumed all as per recommendation of manufacture.
(iv) After carrying out preparation of surface the same shall be got approved from GE /AGE (I) before application of distemper for each building.
(v) Before commencing the work, contractor will got the written approval from GE/ AGE (I) for the make and colour / shade (tint).
(vi) The cost of Scaffolding wherever required are deemed to be included in the rates quoted by the contractor.
-
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M & L for prepration of new plastered surfaces of wall and applying a layer of 3 mm thick Birla / JK. wall care putty complete all as specified an directed
25.78
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-
M & L for prepration of new plastered surfaces of ceiling and applying a layer of 2 mm thick Birla / JK. wall care putty complete all as specified and directed.
7.84
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-
M&L for preparation of newly plastered surface of interior wall by application of wall care putty to remove the dent and to make the surface even and smooth by grinding or rubbing with sand paper and applying two coats of acrylic distemper over a coat of primer of same make all as specified and prescribed by manufacture of paint/ distemper, by using roller/ spray machine complete all as specied and directed at site by Engineer-in-Charge.
33.62
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-
Note:- (i) The new surface must be prepared in a manner so that there should not be any impression of dent and it should be made even and smooth all as per manufacture’s instruction before application of distemper The cost of all material T&P and labour required for preparation of surface are deemed to be included in the rates quoted . (ii) The work must be got executed through authorised applicator of manufacture after concluding an MoU with manufacture for company back guarantee by the contractor. The authorised applicator of manufacturer shall be got approved from GE/ AGE (I) before commencement of work. (iii) All the material to be incorporated in the work shall be brought by contractor to MES store yard which will be subsequently issued by deportment for incorporation in the work to ensure the quantity to be consumed all as per recommendation of manufacture.
(iv) After carrying out preparation of surface the same shall be got approved from GE /AGE (I) before application of distemper for each building.
(v) Before commencing the work, contractor will got the written approval from GE/ AGE (I) for the make and colour / shade (tint).
-
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-
M&L for water proofing treatment to non-accessible roof slab with APP based modified polymeric membrane as per manufacturer’s instructions with following course of description below :-
(a) Applying a priming coat of bituminious primer @ 0.30 Kg /Sqm, till the surface is properly impregnated.
(b) Providing APP based 5 layer polymeric membrane minimum weighing 3.6Kg/ Sqm and minimum 3mm thick reinforced with polyester non-woven fabric (weight not less than 150 gms/sqm) centre core, laid on primed surface by forced applications as per the manufacturer's instructions with side over lap of 75 mm and end overlap of 100 mm. All overlap joints shall be sealed thoroughly by thermo fusing both the membrane layer (torching overlap by propane or butane gas torch ) and sealing it with the help of hot trowel. The overlap joints shall be made as a monolithic layer
(c) Apply two coat of bituminous aluminium paint @ 0.20 Kg/Sqm over APP membrance
7.84
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-
Note : (i) The work of water proofing treatment shall be got executed through authorised applicator of the manufacturer only and 10 year company back warranty to be submitted by contractor. (ii) The work is required to be carried out at non-accessible roof slab for double storeyed. The contractor shall make arrangement of scaffolding, safety and security of workers and arrangement for approach to roof . The rates quoted shall deemed to be included for these items.
-
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-
M&L for 10 mm thick screed bed or bedding layer in CM (1:3} mixed with water integral proofing compound @ 3 % by weight of cement on concrete roof surface finished fair and even to maintain the proper slope of roof surface etc complete all as specified and directed.
7.84
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-
Demolition of brickwork/stone masonary built in cement mortar or cement lime mortar including all quoins, arches, pillars etc complete all as specified and directed.
0.77
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-
Taking down cement plaster, any description on brick or stone walls including raking out joints hacking for key, scrubbing down with water etc complete all as specified and directed.
51
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-
M&L for 15 mm thick rendering in CM (1:4) on stone masonry surfaces or surfaces other than fair faces of brick work, finished fair and even complete .
210
-
-
S&F mild steel 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. Note: 1. The unit rate quoted by contractor is deemed to be inclusive of cutting to dead lenth where required, notching, drilling, fitting, rivetting and/or welding or connecting with bolts and nuts (including rivets or bolt and nuts), providing and fiitings angle cleats, fish plates, gusset plate etc., also for welding plumbing, truing up and fixing complete. No claim whatso ever shall be entertained by Govt on this account.
2. Embedded portion of fencing post shall be painted to two coats of tar coal and provision of the same shall be deemed to be including in quoted rate.
104.4
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-
S&F for galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing 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 complete all as specified and directed. (Each line wire to be measured).
1.32
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-
S&F framed work as in iron enclosure, doors or gate of angle iron or other section with gussets plate, rails, braces etc drilled for fixing of steel seating other covering, door etc to be prepared for hanging or sliding with and including either hooks and hinges or steel handing door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging, also fastening and fixing conforming to Fe-290 (Gde-E-165) complete all as specified and as directed. Note: The unit rate quoted by contractor is deemed to be inclusive of cutting to dead lenth where required, notching, drilling, fitting, rivetting and/or welding or connecting with bolts and nuts (including rivets or bolt and nuts), providing and fiitings angle cleats, fish plates, gusset plate etc., also for welding plumbing, truing up and fixing complete. No claim whatso ever shall be entertained by Govt on this account.
400
-
-
M&L for 18-20mm thick granite stone slab (of any type) work (table rubbed and mirror finish polished) with and including necessay notching, chamfering the edges in steps, jambs, pillars, window-cills, cooking platforms and like bedded over and including 15mm thick screed bed in CM (1:4) and pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed.
19.2
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-
M&L for forming embankments including raising (or lowering) earth, spreading in layers not exc 30cm thick, watering, ramming/ rolling and finishing to required size, shape etc not exc 1.5m high from base complete all as specified and directed.
Note:- Soil obtained from excavation as above shall be used against this item as directed
777
-
-
M&L for PCC (1:2:4) type B-0, using 12.5mm graded stone aggregates, as in roof kerb/ benching/ coping, bed plates, for fixing of hold fast, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and directed.
0.57
-
-
M&L for preparing newly plastered surfaces of wall and applying three coats of white wash complete all as specified and directed. Note :- The newly plastered surface must be prepared in a manner so that there should not be any impression of dent and it should be made even and smooth all as per satifaction of Engr-in-Charge.The cost of all materials, T&P and labour required for preparation of surface are deemed to be included in the rates quoted.
210
-
-
M&L for preparation of new or previously untreated surfaces of steel of any description, n exc 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
18.43
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-
Dismantling floor, hearth orwall tiling including cement mortar bedding (but not backing), removing serviceable tiles and rubbish off the premises all as directed.
20
-
-
M&L for 60mm thick coloured rubber moulded glossy finish machine pressed precast concrete interlocking paver block, M-35 Grade with pre-polished, coloured/ laquar finish any shape and size, as approved confirming to IS 15658-2006 with and including over 40mm thick stone dust/ sand cushining complete all as specified and directed.
75
-
-
M&L for PCC (1:3:6) type C1 (20 mm graded stone aggregate) as in coping, roof kerb, cill, bed block, block for insertion of hold fast of door and window with and including formwork complete all as specified and directed.
0.75
-
-
M&L for 100 mm thick PCC (1:4:8) type D2, (40 mm graded stone agg) as in sub base of floor complete all as specified and directed.
75
-
-
M&L for pavement quality concrete (PQC) as per design mix having minimum 28 days field flexural strength of 45kg/ sqcm or 4.5Mpa, aggregate gradation as per table 3 of IRC 15-2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregate of clean natural sand or crushed stone sand or combination of both using minimum cement content of 360 kg/cum of PQC with non-circular, virgin synthetic fibre of 12-18mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting tenperature as 240 degree celcious and minium tensile strength of 300 Mpa and at the rate as specified by the manufacturer, PQC laid, spread and compacted with slip-form paver of minimum 7.50m width, including curing and tining by texturing cum curing machine complete all as specified and directed.
Note :- (i) The design mix shall be got done from approved lab and got approved from GE/AGE (I) before commencement of work.
(ii) In the event of variation in the design mix in the minimum cement content will be adjusted through supply only rate at market rate or procurment rate whichever is more for cement. However no plus adjustment shall be applicable, if excess quantity of cement content is used/ approved in the execution of work under this items.
(iii) Required surface texturing to be done as specified in clause 10.1.14 and table 9 of IRC: 15-2017.
40
-
-
Demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) complete all as specified and directed.
20
-
-
E/M PORTION S&F XLPE insulated AB cable 1100 volt 3 core x 50 sqmm (insulated phase conductors) +1 x 35 sqmm (Insulated netutral phase conductors) + 1 x 16 sqmm(Insulated conductor for street light connections) ISI marked on 09 mtrs LT steel tubular pole complete all as specified and directed.
200
-
-
S&F pre insulated jointing sleeve for AB cable of size 50 sqmm (phase conductor) complete all as specified and directed & confirming to relivent IS.
6
-
-
S&F Pre insulated jointing sleeve for AB Cable of size 35 sqmm (insulated nuetral messanger conductor) complete all as specified and directed & confirming to relivent IS.
2
-
-
S&F Pre insulated jointing sleeve for AB Cable of size 16 sqmm (street light conductor) complete all as specified and directed & confirming to relivent IS.
2
-
-
S&F pre insulation piercing connectors (IPC) for main service/street light connections for cable of 16-95 sqmm with tap ranging from 4-50 sqmm IPC type 002 all as specified and directed & confirming to relivent IS
21
-
-
S&F suspension clamp with aluminium alloy bracket stainless steel strap, buckles, eye hook incl nuts and bolts and washers confirming to relevant IS complete all as specified and directed
6
-
-
S&F anchoring clamp with aluminium alloy bracket stainless steel strap, buckles, eye hook incl nuts and bolts and washers confirming to relevant IS complete all as specified and directed
2
-
-
S&F of steel tubular swaged poles complete as per IS-2713 MS base plate of size 300mmx300mmx6mm , final taper plug, bolts, nuts and screws as specified type 410 SP-31 (9 mtr long) including necessary earth work and excavation, PCC in foundation 1:4:8 type D-2, using 40 mm graded stone aggregate and PCC 1:3:6 type C-2, using 40 mm graded stone aggregate as in plinth block, disposal of surplus soil to a distance not exceeding 50 m, painting two coats of aluminium paint over one coat of red oxide primer including 5 Nos band/straps with yellow and black colour in alternatete way (250mm wide each) aluminium paint two coat at a distance 300mm from plinth block and marking pole nos with black aluminium paint including tarring one coat on steel surface embedded in concrete complete all as specified and directed. NOTE : Required earth work, PCC foundation will be paid separately under relevnt items.
5
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-
S&F stay assembly complete with all accessories, such as stay plate 300x300x6mm, stay rod 215cm long and 16mm dia with nuts including GI Bow turn buckle etc, all as per Electrical Plate No 1 SSR-2009 Part-I including necessary earth work and excavation, PCC foundation in PCC 1:4:8 type D-2, using 40mm graded stone aggregate amd disposal of surplus soil to a distance not exceeding 50m complete all as specified and as directed. Note:- Required earth work, PCC foundatio, Loop type insulator and stay clamps be measured & paid seperately under relevant items.
1
-
-
M&L for loop type insulators vitreous porcelain white, brown or green large size with overall dimensions 65X90 mm clearance of hole 25.5mm complete all as specified and directed.
1
-
-
S&F LED street light fitting 60W housing made out of pressure die-cast aluminium alloy with toughned glass, IP-66 protection, working on 240 Volts , 50 HZ, consisting of reflective lens wired with appropriate driver PF0.95 having over voltage protection upto 440 volts, Surge protection level ≥ 10 KV, thermal short circuit protection THD 10% made up of long life LED chips (SMD) in modular with Ra70, and LED lumen efficiency 140 lumen per watt, beam angle along the drive way, LED should be of more than 01 watt CCT should be between 5700° K- 6500° K including 1.2 Mtr GI pipe of 32 mm dia with flat iron clamp & connecting with 1.5 sq mm, 3 core, PVC insulated Copper conductor cable 1100 Volts grade from pole box to light all as specified and directed .
5
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-
S&F thermoplastic service connection boxes/enclosure (Distribution Box) having busbar with screw bolt connection through fly nut for outdoor installation with knockouts for cable entry suitable for cable size 10-16 Sqmm of dimension 200x140x95 mm with cable terminals complete fitted on pole with suitable size of MS Clamps F1, nuts, bolts and washers and painting with two coats of aluminium paint over one coat of red oxide zinc chrome primer on clamps incl connections of existing service cables with suitable size of thimbles complete all as specified and directed.
5
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-
M&L for earthing complete with galvanised steel earth plate electrode 600x600x6mm thick burried directly in ground. ( earth pit not less than 2.25 mtr depth below ground level at any type of strata ) with top edge of the earth plate not less than 1.5mtr below normal ground level surrounded with adequate quantity of charcoal dust mixed with salt to a packed thickness of 15cm all around the plate. connected to galvanized earth lead wire 4.0mm by means of brass nuts and bolt,thimbles check nuts, washers including concrete chamber of PCC 1:3:6 type C-1 using 20mm graded stone aggregate with fair finish, internal surface of concrete chamber shall be given internal dia 300mm x300mm, 15mm thick plaster in CM 1:4 funnel with wire mesh, RCC pit cover of 320x320x80mm size (1:2:4) Type B1 using 20mm graded stone aggregate rainforced with XPM all as shown in electrical plate No 3 of MES SSR Part-1(2009) and specified including and provision of GI wire upto 7.5 mtrs long with 15mm dia medium grade GI pipe protection and watering pipe of GI 20 mm bore, medium grade, including all exavation and earth work and connecting the earthing strip to panel, including testing on completion complete all as specified and directed by Engr-in-charge. Note:- (i) RCC pit cover shall be precast of RCC(1:2:4) type B1, 80mm thick reinforced with XPM weighing not less than 4kg/sqm in lieu of CI cover.
(ii) Cost of additional GI wire more than 7.5 mtrs will be measured and paid seperately under relevant items.
1
-
-
M&L for galvanized steel wire 4mm dia continous earth wire along AB Cable including wire of suitable size complete all as specified and directed.
0.3
-
-
Supply, laying and testing cable XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminum conductor of cross sectional area 10 sq mm 2 core complete all as directed.
50
-
-
Excavation in trenches in soft/disintegrated soil not exc 1.5 m wide and not exceeding 1.5m in depth for laying UG cable/foundation etc complete all as specified and directed.
12
-
-
Returning filling in soft/disintegrated soil including spreading levelling watering and well ramming in layers n.exc 25cm each layer complete all as specified and directed.
4.5
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-
Removal of excavated surplus soft/disintegrated soil to a distance not exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed.
7.5
-
-
M&L for sand cushioning for under ground cable with layer of fine river dry sand 80 mm thick before laying of cable and 150 mm thick after laying of cable in trenches complete all as specified and directed. Note:- Punned (consolidated ) thicness of sand will be measured and paid sepetarely under relevent item of Sch.
2.4
-
-
M&L for cable protection bricks common burnt clay sub class B designation 75 for protection of UG Cable laid in trenches complete all as specified and directed.
0.26
-
-
S&F Crown shaped Post top lantern fitting in soothing moon finish made up of polycarbonate, including 20W retrofit LED lamp with B-22 base complete all as specified and directed.
2
-
-
Supplying, laying & jointing GI water tubing, 50 mm bore, light grade as in sleeving etc laid in trenches / pole post incl clamps nut bolts etc /under culvert/ under road etc. complete all as specified and directed .
8
-
-
M&L for PCC (1:3:6), type C2 (Using 40mm graded stone aggregte) as in mass concrete/foundation complete all as specified and directed.
3
-
-
M&l PCC 1:4:8, type D2, (using 40mm stone aggregate) as in pole foundation bed complete all as specified as direccted
0.27
-
-
M & L, PCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as coping of pole including necessary form work as required complete all as specified and directed.
0.2
-
-
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