Military Engineer Services Tender
View complete overview of Nagaland MES Tender
Costs
EMD
₹ 10,45,500Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_665716_1Tender No
CESZ/RANG/ OF 2024-2025Tender 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
BOQ Items
Supply only moorum/red bajri or approved soil for filling and levelling complete all as specified and directed.
400
-
-
S&F for metal crash barrier hot dip galvanised protective coating, of size 4320mm x 85mm x 310mm of thickness 3mm with supports at every 2 mtr interval with MORT&H specification,including excavation for post holes and PCC 1:3:6, type C2 (using 40mm graded stone aggregate) in foundation complete all as specified and directed
180
-
-
Excavating over area not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified and directed
3169.7
-
-
Excavation in trenches not exceeding 1.50 m wide and not exceeding 1.50 m in depth for foundations or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil complete all as specified and directed
2057.62
-
-
Excavation in trenches not exceeding 1.5 m wide for foundation etc. or for shafts, wells, cess pits, manholes, pier holes etc. not exceeding 10 Sqm on plan and exceeding 1.5 m in depth but not exc 3.00 m and getting out as in soft/loose soil complete all as specified and as directed.
72
-
-
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm as in soft/loose soil complete all as specified and as directed..
1035.96
-
-
Removal of excavated material to a distance n.exc 50 mtr and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and as directed.
3743.97
-
-
Material and labour for brick work with bricks class designation 75, old size, straight or curved on plan exceeding 6 m mean radius built in Cement Mortar 1:4 complete all as specified and directed.
452
-
-
Material and labour for rendering 15 mm in Cement Mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed.
2659
-
-
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.
1900
-
-
Add for addational 25mm inner girth or under girth 30cm complete all as specified and directed.
12000
-
-
M&L for Walling of random rubble,uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6, complete all as specified and as directed.
Note:- Volume of PCC Bond stone will be deducted and paid separately under respective item of BOQ.
2980.86
-
-
M&L for PCC 1:3:6, type C-1 (using 20mm graded stone aggregate) as in bond stone etc , including necessary form work set in CM 1:6 complete all as specified and directed.
102.55
-
-
M&L for 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.40mm on granite or trap stone complete all as specified and as directed.
1600
-
-
Material and labour for Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:4 complete all as specified and directed.
180
-
-
Supply only PVC pipe, 110 mm bore for weep hole of RR Retaining wall complete all as specified and as directed.
4735.6
-
-
M&L for Hand packing (any thickness) at back of walls over arches etc with broken boulders complete all as specified and as directed.
141.4
-
-
Back filling of retaining walls using approved earth obtained from excavation complete all as specified and as directed.
150
-
-
M & L for repairs to pot holes any depth, not exceeding 1 sqm each including sweeping free from dust and mud or water scoring, sunken surfaces in roads, paths, etc cutting around edges to at least 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) and making good by applying tack coat @ 5kg/10Sqm putting in Bituminous macadam, well rammed and sealed with binder 9.8kg per 10sqm blinded with 0.09 cu m of stone chipping ,6.3mm size and again well rammed ( including supply of premixed macadam, binder and chippings . depth of potholes exc 30mm complete all as specified and as directed.
50
-
-
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 specified and directed.
3527
-
-
Scarifying or picking existing gravelled,macadam or bituminous macadam surfaces in area exc 400 sqm, exc 50 mm and n exc 100 mm deep complete all as specified and directed.
1300
-
-
M&L Providing and consolidating 50 mm thick premix Dense Bituminous Macadam (DBM Grading-11) using min 4.5% VG 20 grade binder by weight of total mix aggregate gradation as per Grading 2 of Table 500-1 0 of MoRTH specification for road and bridge works 2013, rolled and compacted to required camber and gradient complete all as specified and directed.
1425
-
-
M&L Applying evenly a tack coat of Bitumen VG-10 grade conforming to IS: 73 at a rate of application of 0.3-0.4 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as complete all as specified and directed.
5007
-
-
M&L Providing and consolidating 40mm thick premix Dense Asphaltic Concrete (DAC-II) using 5.4% VG30 binder by weight of total mix aggregate gradation as per Bituminous Concrete Grading 2 of Table 500-17 of MoRTH specification for road and bridge works 2013, rolled and compacted to required camber and gradient as specified and directed.
4707
-
-
M & L for preparing bituminous/concrete surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like exc 10cm and n exc 20 cm in width as directed by Engr in charge 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.
2040
-
-
Supply and fixing 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 including MS stud of suitable size as per manufactures's instructions complete all as specified and directed.
2000
-
-
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 completed as per manufactures's instructions etc. complete all as specified and directed.
500
-
-
S&F Cautionary boards/Imformation Boards / Destination boards, providing and errecting of sign boards of size 1500mm x900mm rectangular with additional plate made out of reflective sheet of metro plastic grade conforming to IRC 67 2010/ASTM D4956 type XI standards, fixed over 3mm thick aluminium composite panels supported with back supports frame 25mm dia stainless steel pipes and supported on a 3.1 Mtr long stainless steel pipes of 50mm dia. The details of each boards shall as per the instructions of Engr-in-Charge. The fixing at site shall be in PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) with dimension of 450mm x 450mm x 600mm . The boards shall come with pre and post warranty of 10 years on the reflective parameters in accoradance with IRC from the original sheet Manufacturer alongwith the material safety data sheet.
50
-
-
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 thermoplastic 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 B1 complete all as specified and directed.
1000
-
-
M&L for Convex mirror of dia 900mm dia , rested on suitable pipe of dia 50mm/63mm, made up of acrylic material with MoRTH specification complete all as specified and directed.
12
-
-
M&L Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 250 m and lift upto 1.5m, complete all as specified and directed.
1863
-
-
Rolling and consolidating formation surfaces in cutting with 8 to 12 tonne capacity power road roller including watering as required, filling in hollows and depressions which accur during the process of rolling complete all as specified and as directed
825.7
-
-
M & L for 250 mm spread thickness soiling(or sub base) with broken boulder or quarried stone, interstices filled, surfaces, formed and rolled and consolidated to required gradient and camber with 8 to10 ton power roller complete all as specified and as directed
480
-
-
M&L Laying and compacting 150 mm thick (compacted thickness ) Wet Mix Macadam (WMM) laid in two layers of 75 mm each 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 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and directed.
780
-
-
N&L Preparing unsurfaced WMM by brushing with wire brushes for removing caked mud etc sweeping with brooms and cleaning the complete surfaces by applying mechanical air blower upto entire satisfaction of engineer in charge and applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS : 8887 at a rate of application of 0.7-1 kg/sqm on surface of WMM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013 using mechanical sprayer complete as specified and directed.
780
-
-
Road side berms 100mm thick (spread thick-ness) on sides of road using approved earth obtained from excavation incl spreading, leveling, watering, well ramming with hand roller 0.5 tonne capacity finishing to required size, gradient & camber complete as specified and directed.
570
-
-
M&L for Hardcore of gauge n exc. 63 mm, of broken stone or boulders, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed
216
-
-
Material and labour for 100 mm thick plain cement concrete 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in floor, finished fair and even. complete all as specified and as directed.
1800
-
-
Material and labour for 50mm thick sand filling under floors or in foundation including watering and consolidation complete all as specified and directed.
90
-
-
M&L Machine pressed precast cement concrete inter locking paver blocks and any shape and size with grey cement and no pigment conforming to IS: 15658-2006, 80 mm thickness M-40 Grade complete all as specified and as directed.
1800
-
-
Dismantling of 300mm dia reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches complete all as specified and as directed.
27
-
-
Material and labour for rendering 10 mm thick in Cement Mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed.
33.71
-
-
Material and labour for preparation of new surfaces and 3 coats of white wash on walls complete all as specified and as directed.
33.71
-
-
S&F Reinforced Cement Concrete pipe of 600 mm dia class NP-2 laid and jointed complete with collars in trenches, etc, on concrete bed or directly on hard ground complete all as specified and as directed
27
-
-
S&F Reinforced Cement Concrete pipe of 450 mm dia class NP-2 laid and jointed complete with collars in trenches, etc, on concrete bed or directly on hard ground complete all as specified and as directed
27
-
-
Road side berms 150 mm thick (spread thick-ness) on sides of road using approved earth obtained from excavation including spreading, leveling, watering, well ramming with hand roller 0.5 tonne capacity finishing to required size, gradient & camber complete all as specified and as directed
36
-
-
Material and labour for soling (or sub base) with broken boulders or quarried stones including filling of interstices, forming surface, rolling and consolidation to required gradient and camber with power roller of capacity 8 to 12 tonne complete all as specified.
161
-
-
Material and labour for Stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified and as directed.
181
-
-
Material and labour for plain Cement Concrete 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed.
1.42
-
-
Material and labour for plain Cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) in foundation filling and mass concrete complete all as specified and directed.
1126.33
-
-
M&L Plain Cement concrete 1:2:4 type B-2 (using 40 mm graded stone aggregate) in foundation filling and mass concrete complete all as specified and directed.
53
-
-
M&L for PCC 1:2:4, Type B-0,(using 12.50mm graded stone aggregate) as in Haunching /Benching of Manholes etc complete all as specified and as directed.
116.58
-
-
Material and labour for Plain Cement Concrete M-15(Nominal Mix) using 20 mm graded stone aggregate in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, coping, kneelers, apex stones, bed plates, kerbs, water trough and the like including weathering slightly rounded or chamfered angles and throating complete all as specified and as directed.
43.88
-
-
Material and labour for Precast Cement Concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate), as in kerb stone set in Cement Mortar (1:6) complete all as specified and as directed.
189
-
-
Material and labour for reinforced Cement Concrete M-30 (Design mix) using 20 mm graded stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
76
-
-
Material and labour for reinforced Cement Concrete M-30 (Design mix) (using 20 mm graded stone aggregate) 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 as directed.
56
-
-
Material and labour for reinforced Cement Concrete M-30 (Design mix) using 20 mm graded stone aggregate 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 as directed.
25
-
-
Material and labour for Reinforced Cement Concrete M-30 (Design mix) (using 20 mm graded stone aggregate) as in columns, pillers, pier post and struts complete all as specified and directed.
1.36
-
-
Material and labour for Reinforced Cement Concrete M-30 (Design mix) (using 20 mm graded granite stone aggregate)as beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.
0.73
-
-
Formwork fair finished surfaces to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed.
188
-
-
Formwork fair finished to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and as directed.
217
-
-
Formwork fair finished surfaces of concrete soffits such as Flat roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed.
32
-
-
Formwork fair finished surfaces to edges of concrete flats,Formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed.
12
-
-
Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and as directed.
13
-
-
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base complete all as specified and as directed.
517
-
-
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc 1.5m but not exc 3mtr complete all as specified and as directed.
39
-
-
Forming 20mm thick Expansion joints filled with pre-formed bituminous filler as per MoRTH specification complete all as specified and as directed.
8.6
-
-
Material and labour for high strength steel TMT bars (Fe 500D) 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally and binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and directed.
14419
-
-
Material and labour for mild steel TMT bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending spirally and binding with and including mild steel (annealed) wire not less than 0.90 mm dia or securing with clips complete all as specified and directed.
132
-
-
Taking up CI/DI for 100 mm dia pipe, water main (including all fittings), with spigot and socketed ends jointed with run lead joints or rubber gasket (push-on) joint including burning out lead of joints and collecting run lead for re-use, cleaning serviceable pipe internally/externally for re-use( after checking serviciability), stacking properly in safe custody in storeyard of AGE E/M and removing unserviceable pipe from site complete all as specified and directed. .
(Note :-Excavation and earth work shall be measured and paid separately)
130
-
-
Taking up CI/DI for 150 mm dia pipe, water main (including all fittings), with spigot and socketed ends jointed with run lead joints or rubber gasket (push-on) joint including burning out lead of joints and collecting run lead for re-use, cleaning serviceable pipe internally/externally for re-use( after checking serviciability), stacking properly in safe custody in storeyard of AGE E/M and removing unserviceable pipe from site complete all as specified and directed. .
(Note :-Excavation and earth work shall be measured and paid separately)
270
-
-
Taking up CI/DI for 200 mm dia pipe, water main (including all fittings), with spigot and socketed ends jointed with run lead joints or rubber gasket (push-on) joint including burning out lead of joints and collecting run lead for re-use, cleaning serviceable pipe internally/externally for re-use( after checking serviciability), stacking properly in safe custody in storeyard of AGE E/M and removing unserviceable pipe from site complete all as specified and directed. .
(Note :-Excavation and earth work shall be measured and paid separately)
110
-
-
Taking up CI/DI for 250 mm dia pipe, water main (including all fittings), with spigot and socketed ends jointed with run lead joints or rubber gasket (push-on) joint including burning out lead of joints and collecting run lead for re-use, cleaning serviceable pipe internally/externally for re-use( after checking serviciability), stacking properly in safe custody in storeyard of AGE E/M and removing unserviceable pipe from site complete all as specified and directed. .
(Note :-Excavation and earth work shall be measured and paid separately)
90
-
-
Laying and fixing for 100 mm dia bore in trenches old serviceable CI/DI pipe any class (obtained from item No. 73 here-in-before),with spigot and socketed ends, jointed with rubber tyton/run lead joints for CI pipes and push-on joint with robber gasket for DI pipes, complete, all as specified and directed Note : (i) Rubber tyton or run lead joints and rubber gasket joints of pipes shall be measured and paid separately under respective items of BOQ.
(ii) CI/DI fittings/specials shall be measured and paid separately under respective items of BOQ.
80
-
-
Laying and fixing for 150 mm dia bore in trenches old serviceable CI/DI pipe any class (obtained from item No. 74 here-in-before),with spigot and socketed ends, jointed with rubber tyton/run lead joints for CI pipes and push-on joint with robber gasket for DI pipes, complete, all as specified and directed Note : (i) Rubber tyton or run lead joints and rubber gasket joints of pipes shall be measured and paid separately under respective items of BOQ.
(ii) CI/DI fittings/specials shall be measured and paid separately under respective items of BOQ.
50
-
-
Laying and fixing for 200 mm dia bore in trenches old serviceable CI/DI pipe any class (obtained from item No. 75 here-in-before),with spigot and socketed ends, jointed with rubber tyton/run lead joints for CI pipes and push-on joint with robber gasket for DI pipes, complete, all as specified and directed Note : (i) Rubber tyton or run lead joints and rubber gasket joints of pipes shall be measured and paid separately under respective items of BOQ.
(ii) CI/DI fittings/specials shall be measured and paid separately under respective items of BOQ.
70
-
-
Laying and fixing for 250 mm dia bore in trenches old serviceable CI/DI pipe any class (obtained from item No. 76 here-in-before),with spigot and socketed ends, jointed with rubber tyton/run lead joints for CI pipes and push-on joint with robber gasket for DI pipes, complete, all as specified and directed Note : (i) Rubber tyton or run lead joints and rubber gasket joints of pipes shall be measured and paid separately under respective items of BOQ.
(ii) CI/DI fittings/specials shall be measured and paid separately under respective items of BOQ.
66
-
-
Supply, laying for 100 mm dia pipe in trenches, jointing/ connecting and testing DI pipe class K-9 in any length, conforming to IS 9523 with spigot and socketed ends, centrifugally cast type, jointed with run lead joints complete, all as specified and directed . Note : (i) Rates quoted by tenterer including earth work work and jointing material like Rubber tyton or run lead joints,including necessary welding work etc.
(ii) CI/DI fittings shall be measured and paid seperatly respective items here-in-after.
50
-
-
Supply, laying for 150 mm dia pipe in trenches, jointing/ connecting and testing DI pipe class K-9 in any length, conforming to IS 9523 with spigot and socketed ends, centrifugally cast type, jointed with run lead joints complete, all as specified and directed . Note : (i) Rates quoted by tenterer including earth work work and jointing material like Rubber tyton or run lead joints,including necessary welding work etc.
(ii) CI/DI fittings shall be measured and paid seperatly respective items here-in-after.
220
-
-
Supply, laying for 200 mm dia pipe in trenches, jointing/ connecting and testing DI pipe class K-9 in any length, conforming to IS 9523 with spigot and socketed ends, centrifugally cast type, jointed with run lead joints complete, all as specified and directed . Note : (i) Rates quoted by tenterer including earth work work and jointing material like Rubber tyton or run lead joints,including necessary welding work etc.
(ii) CI/DI fittings shall be measured and paid seperatly respective items here-in-after.
40
-
-
Supply, laying for 250 mm dia pipe in trenches, jointing/ connecting and testing DI pipe class K-9 in any length, conforming to IS 9523 with spigot and socketed ends, centrifugally cast type, jointed with run lead joints complete, all as specified and directed . Note : (i) Rates quoted by tenterer including earth work work and jointing material like Rubber tyton or run lead joints,including necessary welding work etc.
(ii) CI/DI fittings shall be measured and paid seperatly respective items here-in-after.
24
-
-
Cutting cast iron pipes of size 100 mm dia and reducing to required length for insertion of tees, branches or replacing damaged length etc complete all as specified and directed .
2
-
-
Cutting cast iron pipes of size 150 mm dia and reducing to required length for insertion of tees, branches or replacing damaged length etc complete all as specified and directed .
3
-
-
Cutting cast iron pipes of size 200 mm dia and reducing to required length for insertion of tees, branches or replacing damaged length etc complete all as specified and directed .
2
-
-
Cutting cast iron pipes of size 250 mm dia and reducing to required length for insertion of tees, branches or replacing damaged length etc complete all as specified and directed .
2
-
-
M&L for DI fittings spigot socketed and flanged pipe such as bends (any type, radius and angle), tee pieces, 'Y' junction, cross collars, caps and plugs of any type or radius upto 300mm bore pipe omplete all as specified and directed .
200
-
-
Dismantling steel poles/struts, any size and setting aside within 50 meters complete all as specified and as directed.
20
-
-
Supply and fixing Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 (9.00 metres long), as per IS-2713 including painting with one coat of black bituminous paint through out internally and externally up to ground level and remaining external surfaces of poles shall be painted with two coats of aluminium paint over a coat of red oxide, zinc chrome primer complete all as specified and as directed. (Note: Excavation & earthwork , PCC foundation & coping shall be measured & paid separately)
28
-
-
M&L for laying of LT UG cable, XLPE insulated, galvanised steel strip or wire armoured, heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area of 120 sqmm, 3.5 core cable including taking down old complete all as specified and as directed. NOTE :- (i) Excavation and earth work, sand cushioning, cable protection cover, pipe etc. shall be measured and paid seperately under relevant items.
180
-
-
M&L for laying of LT UG cable, XLPE insulated, galvanised steel strip or wire armoured, heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area of 95 sqmm, 3.5 core cable including taking down old complete all as specified and as directed. NOTE :- (i) Excavation and earth work, sand cushioning, cable protection cover, pipe etc. shall be measured and paid seperately under relevant items.
260
-
-
M&L for laying of LT UG cable, XLPE insulated, galvanised steel strip or wire armoured, heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area of 70 sqmm, 3.5 core cable including taking down old complete all as specified and as directed. NOTE :- (i) Excavation and earth work, sand cushioning, cable protection cover, pipe etc. shall be measured and paid seperately under relevant items.
250
-
-
M&L for laying of LT UG cable, XLPE insulated, galvanised steel strip or wire armoured, heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area of 10 sqmm, 2 core cable including taking down old complete all as specified and as directed. NOTE :- (i) Excavation and earth work, sand cushioning, cable protection cover, pipe etc. shall be measured and paid seperately under relevant items.
1200
-
-
M&L for laying of LT UG cable, XLPE insulated, galvanised steel strip or wire armoured, heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area of 16 sqmm, 2 core complete all as specified and as directed. NOTE :- (i) Excavation and earth work, sand cushioning, cable protection cover, pipe etc. shall be measured and paid seperately under relevant items.
550
-
-
M&L for laying of LT UG cable, XLPE insulated, galvanised steel strip or wire armoured, heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area of 25 sqmm, 2 core complete all as specified and as directed. NOTE :- (i) Excavation and earth work, sand cushioning, cable protection cover, pipe etc. shall be measured and paid seperately under relevant items.
280
-
-
M&L for sand cushioning to full width of trenches for protection of cables with clean and dry river sand including punning down complete all as specified and as directed.
Note :- Punned thickness shall be measured and paid
133.65
-
-
M&L for laying brick sub class 'B' old size burnt bricks for cable protection of size 230mmx115mmx75mm complete all as specified and as directed
14348
-
-
M&L for cable connection to street light of 1100 volts grade heavy duty cable PVC insulated aluminium conductor, served with inner sheathing of PVC tape and overall PVC sheathed cable flat or circular 4 Sqmm twin core complete all as specified and as directed
111
-
-
Supply & laying tubes ' Medium grade' galvanised, with all fittings, fixed complete to walls, poles, ceilings for protection of cables of size 25 mm dia bore including taking out unsv GI tubing complete all as specified and as directed.
32
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-
Supply & laying tubes ' Medium grade' galvanised, with all fittings, fixed complete to walls, poles, ceilings for protection of cables of size 40 mm dia bore including taking out unsv GI tubing complete all as specified and as directed.
44
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-
Supply & laying tubes ' Medium grade' galvanised, with all fittings, fixed complete to walls, poles, ceilings for protection of cables of size 50 mm dia bore including taking out unsv GI tubing complete all as specified and as directed.
44
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-
M&L for replacement of HDPE pipes fixed to wall ceiling or floor of 25 mm bore complete all as specified and as directed.
150
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M&L for PVC junction boxes with inbuilt aluminuim bus bar (02 Nos) of suitable size fitted over bus bar insulator and fixing to pole complete all as specified and as directed.
12
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Dismantling cross-arms of M.S. channel or angle sections etc. complete and setting aside for 50m complete all as specified and as directed.
2
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Material & Labour for earthing with galvanised steel earth plate electrode of size 60cmx60cmx6mm thick buried directly in ground (earth pit not less than 2.25m deep below the ground level) with top edge of the plate not less than 1.5m below normal ground level, connected to the galvanised earth lead wire 4 mm by means of bolts, nuts check nuts and washers of galvanised iron or steel as shown in electrical plate No. 3 of SSR Part-I connected to earthing test point all as specified orindicated including testing on completion including necessary excavation and earth work in soft/loose soil, returning filling, disposal of surplus soil, earth pit in PCC 1:3:6 type C-1, RCC (1:1.5:3) type A1 precast cover (54cmx54cmx5cm) duly reinforced with including 8 mm dia TMT bar @ 150mm c/c both ways, one lifting handle made of 8mm dia TMT bar, embeded in precast cover slab, funnel, 20mm dia GI medium grade watering pipe, 15mm dia GI light grade earth lead protection pipe, chorcoal and common salt in alternatee layer complete all as specified and directed
8
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-
Dismantling of ACSR or AAC conductors, Service feeder or distribtior span complete all as specified and as directed.
2
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-
Dismantling insulators any type, any size and setting aside within 50 m complete all as specified and as directed.
100
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-
Dismantling stay assembly including earthwork, concerte and complete connected accessories such as stay strand, insulator stay rod etc, complete all as specified and as directed.
4
-
-
Supply & fixing of Automatic Street Light Control Switch suitable for Single Phase with Infrared Sensor based NATURE SWITCH & Voltage Monitoring System (VMS). Nature Switch operation should be based on Natural Light Lux level. Required Illuminance Level for Switching ON is ≤ 30/60 Lux and for switching OFF ≥ 10 Lux. The Sensor should also have part night operation facility of min. 4 to max. 12 hrs. VMS should have Adjustable Over & Under Voltage Trip level and Protection against Phase Loss, Neutral Loss & Phase Reverse. The Sensor & VMS along with suitable Power Contactor(s) and Incoming-Outgoing MCBs should be enclosed in a pole/wall mountable Enclosure made of Rust Proof, Electric Shock Proof, Termite proof and FR grade SMC Junction box conforming to IP54. The circuit should also have provision for Manual Operation (i.e. By-Pass Option for both Sensor complete all as specified and as directed.
1
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Supply, installing, testing and commissioning of Electric Boom barrier with movable arm of length 6.0 mtr, optical beam sensor, high torque mortor with IP 54 protection electrically operated at 230 Volt, 50/60 Hz supply with 3 to 6 sec opening time and height of boom appx 0.91 mtr from ground level with all standard fitting, fixtures and accessories, necessary electrical connection with reqd size of cable including earth work PCC etc as per manufacturer instruction complete all as specified and as directed.
1
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