Military Engineer Services-MES has published Tender For Provision Of Internal Road And Bridge Under Ge (North) Mamun. Submission Date for this Tender is 27-05-2024. Road Work Tenders in mamun Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 24-Apr-2024 | Date Corrigendum | Date | 09-05-2024 |
| 2 | 29-Apr-2024 | DateCorrigendum | Date | 13-05-2024 |
| 3 | 04-May-2024 | Date Corrigdm | Date | 20-05-2024 |
| 4 | 09-May-2024 | Drawings | Other | 20-05-2024 |
| 5 | 09-May-2024 | AMENDMENT | BOQ | 20-05-2024 |
| 6 | 18-May-2024 | Postponment of critical dates | Date | 27-05-2024 |
| FileName | File Description | File Size |
| 28bf0d81-076c-40d6-90df-5c1cfd328c60.html | Tender Notice | 0 KB |
| binder1.pdf | Tender Document | 0 KB |
| binder2.pdf | Tender Document | 0 KB |
| BOQ_725937.xls | Tender Document | 0 KB |
| Tender.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | ROAD, PATH & CULVERTS Earth work in excavation by mechanical means (hydraulic excavator) over areas ( exceeding 30cm in depth, 1.5 m width as well as 10sqm on plan) in all kind of soil including getting out and disposal of excavated earth lead upto 50 mtr and lift upto 1.50m complete all as specified and directed. |
| 2 | Surface Excavation not exceedin 30cm deep & averaging 15cm deep and getting out in any type of soil complete all as specified and directed. |
| 3 | 150mm thick Soling (or sub base) with broken boulders or Quarried stone interstices filled surface formed and rolled and consolidated to required gradient and camber required complete all as specified and directed. |
| 4 | 150mm thick (compacted thickness) WBM (two layers of 75mm thick each) with coarse aggregates granite trap or basaltof grading 2(63 to 40mm size)or of grading 3(50 to 20 mm size) spread, rolled and consolidated to gradient and camber required complete all as specified and directed. |
| 5 | Rolling & consolidation of formation surfaces in cutting by power driven roller having capacity 8 to 12 ton complete all as specfied and directed. |
| 6 | Preparing unsurfaced water bound macadam by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed. |
| 7 | Applying evenly a priming/ tack coat (VG-10) with bituminous primer at 10kg per 10square metre paving bitumen complete all as specified and directed. |
| 8 | Applying evenly a priming/ tack coat (VG-10) with bituminous primer at 5kg per 10square metre paving bitumen complete all as specified and directed. |
| 9 | Paving bitumen (VG-30) any penetration premix bituminous, macadam laid/ rolled and compacted to required gradient and camber (Consolidated thickness 50mm or more ) complete all as specified and directed. |
| 10 | Semi dense asphaltic concrete bituminous (VG-30) premixed carpet 40mm consolidated thickneswith5.5% binder content by weight of total mix applied , Rolled andcompactedto require camberandgradient complete all as specified and directed. |
| 11 | Precast cement concrete M-15 (Nomial mix) using 20 mm graded aggregates as in kerb stones etc set in (CM 1:4) complete all as specified and directed. |
| 12 | Preprarion of new untreated surface of brick, stone concrete of any description over to 10 cm girth or width, not otherwise described incl priming paints plaster coats and two coats of synthetic enamel ant tint as complete all as specified and directed. |
| 13 | Repair to pot holes any depth, not exceeding 1 Sqm each including sweeping free from dust and mud, or water, scroing 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) on old road complete all as specified and directed. |
| 14 | Removing / excavated material (soil)to a dist exc 50m but n.exe 100m and depositing where directed at a level n.exc.1.5m above the starting point complete all as specified and directed.. |
| 15 | Providing & applying 2.5mm thick road marking strips (retro- reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatiac thermoplastic paint applicator machine fitted with profile shoe heater, driven by experienced operator on road surface incl cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc complete as per direction of engr-in-charge and accordance with applicable specification complete all as specified and directed. |
| 16 | Semi dense asphaltic concrete bituminous (VG-30) premixed carpet 30mm consolidated thickneswith5.5% binder content by weight of total mix appliedRolled andcompactedto require camberandgradient on BM new surface complete all as specified and directed. |
| 17 | Preparation od blacktop surface by brushing with wire brushes for removing caked mud , etc sweeping with brooms and finally fanning the cleaned surface , with gunny bags to remove all loose dirt etc complete all as specified and directed. |
| 18 | Solar rod having 6 LED of colour red/yellow house in plastic body cell battery and light sensor welll protected in side polycarbonated sheet device protected with power coated wire mesh cage system mouted over 80 mm dia steel tube powder coated of length 900 mm having sheet footed for firm grip to ground. System workable for 8 to 10 hours all as per cat part no. GPL13-01 of make green light or equivalanet make as approved by Engr-In-Charge. Cat part no. OS-807 complete all as specified and directed. |
| 19 | Solar cat eye having 3 LED / side of colour red / yellow to a side ( 6nos) house in tough pressure dia casted aluminium allow of size 125 x 125 x 25 mm with built in steam of suitable length for fixing with approxy LED solar cell battery and light sensor well protected in side under tough under cable for 2 to 3 days (night) after full charge in 8-10 hours make oscar or equivalent make as approved by Engr-in-Charge. Cat part no. OS-809 complete all as specified and directed. |
| 20 | Stainless steel round road delineator having reflector type red/yellow colour in plastic body protected in side polycarbonated sheet, protected with powder coated wiremesh cage system mouted as approved by Engr-in-Charge. |
| 21 | Reflective type cat eye having colour red/yellow to a side, casted aluminium alloy of size 100X100X20mm with built in steam of suitable length for fixing with protected in side as approved by Engr-in-Charge. |
| 22 | Information board with ACP sheet retroreflective writing one side size 600mm x 900 mm. Made arround of reflective intensive tape dully fixed on angle iron frame 40 x40x4 mm frame with aluminium sheet both side 2mm thick as required with PCC 1:4:8 for post and PCC 1:2:4 for platforms size 5"x3" complete all as specfied and directed by Engr-in-Charge. |
| 23 | Hardcore of guage not exceeding 63mm deposited , spirit and levelled in layers n. Exc 15 cm thick , water and remmed to a true surface complete all as specified and directed. |
| 24 | M&L for stone sett flooring with stone setts of size 150 to 200 mm long wide and 150mm deep and sides dressed , bedded in cement mortar 1:3 , joints 20mm thick , grouted in cement mortar 1:2 with an admixure of metallic floor hardner 5% by weight of cement & struck flush complete all as specified directed. |
| 25 | Plain Cement concrete, M-15(1:2:4), 150 mm thick, type B-2 ( using 40mm gradded aggregates ) as in sub base complete all as specified and directed. |
| 26 | Precast cement concrete M-15 (nominal mix ) using 20mm graded aggregates as in kerb stones etc set in CM 1:4 complete all as specified and directed. |
| 27 | PCC M-10 (nominal mix ) as in foundation and filling mass concrete using 40 mm graded aggregates complete all as specified and directed. |
| 28 | Brickwork with flyash bricks straight or curved on plan exceding 6.0 m mean radius built in CM 1:4 complete all as specified and directed. |
| 29 | Rendering 15 mm thick in CM 1:4 on fair faces of brick work or concrete surfaces, finished fair & even complete all as specified and directed. |
| 30 | 600 mm dia reinforced concrete pipes class NP-2 laid & jointed complete with collars complete all as specified and directed. |
| 31 | Returning, filling in , including spreading , levelling , watering and well ramming in layers n.exc 25cm complete all as specified and directed. |
| 32 | Removing excavated materials n.exc 50.0m & depositing where directed at a level not exceeding 1.50m above the starting point complete all as specified and directed. |
| 33 | 100 mm thick, PCC, M-10(1:3:6), type C-2 (using 40 mm graded aggregate) as in sub base complete all as specified and directed. |
| 34 | Plain Cement concrete work in pavement / hard standing of flexural strength 40 kg / sqcm in field using 400 kg of cement per thickness of concrete 25 cm or less as in flooring laid in panel concrete completeall as specified and directed. |
| 35 | Forming construction joint 10 mm wide & 100 mm deep for concret slab filled with sealing compound grade "A" complete all as specified and directed. |
| 36 | M&L for 12mm thick forming expansion joints filled with preformed bituminous filler and top 30 mm slab filled with sealing compound grade "A" complete all as specified & directed. |
| 37 | M&L for forming construction (dummy) join 10 mm wide & 60 mm deep grade "A" prime & filled sealing compound complete all as specified and directed. |
| 38 | M&L for PCC, M-5 (1:5:10),type C-2 (using 40 mm graded stone aggregates) as in foundation, filling & mass concrete complete all as specified and directed. |
| 39 | M&L for machine pressed precast concrete interlocking paver block any shape & sqm size conforming to IS 15658-2006 of 80 mm thickness, M-40 grade with grey cement and pigment complete all as specified and directed. |
| 40 | M&L for 25 mm thick sand cushioning under interlocking paver & joints filled by sand complete all as specified and directed. |
| 41 | M&L for Hardcore of gauge exceeding 63 mm but n. exc. 100 mm deposited , spread and levelled in layers n. exc. 15cm thick, watered & rolled/ rammed to be a true surface complete all as specified and directed. |
| 42 | M&L for Prepration of new untreated surface of brick, stone concrete of any description over 10 cm girth or width, not otherwise described including priming paints plaster coats & two of synthtic enamel ant tint complete all as specified and directed. |
| 43 | M&L for RCC concrete pipe NP-2 150mm thick bore of pipe laid in trenches complete all as specified and directed. |
| 44 | BRIDGE Surface dressng not exceeding 15 cm deep complete all as specified and directed. |
| 45 | Excavating over area not exceeding 1.5m deep & getting out in any type of soil complete all as specified and directed. |
| 46 | Excavating over area exceeding 1.5m deep & getting out , in any type of soil complete all as specified and directed. |
| 47 | Excavation in trenches not exceeding 1.50 m wide & n.exc 1.50 m deep and getting out in any type of soil complete all as specified and directed. |
| 48 | PCC (nominal mix), M-10, type C-2(using 40 mm graded aggregatesas) in foundation, filling & mass concretecomplete all as specified and directed. |
| 49 | PCC (nominal mix), M-7.5 (1:4:8), type D-2 (using 40 mm graded aggregates) as in foundations and filling mass concretecomplete all as specified and directed. |
| 50 | Stone boulder pitching with grouting in CM 1:6 complete all as specified and directed. |
| 51 | PCC M-15 (nominal mix ), type B-2 (using 40 mm graded aggregates) as in foundation,filling & mass concrete complete all as specified and directed. |
| 52 | M&L stone set flooring with stone setts of size 200 to 250 mm long , 150 to 200 mm wide & 150mm deep and sides dressed , bedded cement mortar 1:3 , joints 20 mm thick , grouted in cement mortar 1:2 with an admixture of matallic floor hardner 5% by weight of cement and struck flush complete all as specified and directed. |
| 53 | M&L Random rubble stone masonry brought upto course in CM 1:6 complete all as specified and directed. |
| 54 | RCC, M-30 (design mix) as in foundation , basement slab , plinth beam , base of columns etc complete all as specified and directed. |
| 55 | RCC M-30 (design mix) as in Wall , basement wall , ballast wall & like any thickness completeall as specified and directed. |
| 56 | RCC M-30 (design mix) as in slabs supported on walls , beam & columns etc complete all as specified and directed. |
| 57 | Form work to sides of concrete foundations , footings walls , as in flat & rough finished surface of concrete complete all as specified and directed. . |
| 58 | Form work to face of walls , retaining walls , abutments as in flat and fair finished surface of concretecomplete all as specified and directed. . |
| 59 | Form work to soffits of susprnded slab such as roof slabs , floor slabs fair finished flat surfaces of complete all as specified and directed. . |
| 60 | Form work to sides of slab , fair finished flat surfaces ofcomplete all as specified and directed. . |
| 61 | TMT steel bars of 10 mm dia any over , cut to length bend to shape required, including cranking bending spirally for hopping for columns , hooking ends & binding with mild steel (anealed ) not less then 0.9 mm dia or securing with clips quality conformcomplete all as specified and directed. |
| 62 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n. exc. 25cm complete all as specified and directed. |
| 63 | Removing excavated materials n.exc 50.0m & depositing where directed at the level n.exc. 1.5 above the starting point complete all as specified and directed. |
| 64 | Forming embankment not exceeding 1.5 m high from base , including lowering/ raising of earth , spreading in layers , watering , ramming/ rolling and finishing to required shape and size complete all as specified and directed. |
| 65 | Forming embankment exceeding 1.5 m but n. exc 3m high from base, including lowering/ raising of earth, spreading in layers, watering, ramming/ rolling and finishing to required shape and size complete all as specified and directed. |
| 66 | Site clearnce/ developmentRough excavation, n. exc. 1.50m deep & getting out in any type of soil complete all as specified and directed. |
| 67 | Earthwok in excavation by mechanical means ( hydranlic excavator ) over areas (exe.30 cm in depth , 1.50m in width as well 10sqm on plan ) including getting out & disposal of excavated earth lead upto 50 mtr & lift upto 1.50 m as directed by Engineer-in-charge. |
| 68 | Removing excavated material exceeding 50 mtr and upto 250 mtr & depositing where directed at a level not exceeding 1.50 mtr above the starting point complete all as specified and directed. |
| 69 | Removing excavated material exceeding 250 mtr and upto 500 mtr & depositing where directed at a level not exceeding 1.50 mtr above the starting point complete all as specified and directed. |
| 70 | Forming embankments including raising (or lowering) earth , spreading in layers not exceeding 30 cm thick watering ramming / rolling & finishing to required size shape etc. Not exceeding 1.5mtr high from base (QTY obtained from item no-1& 2 ) complete all as specified and directed. |
| 71 | Grubbing up tree trunk (girth of tree exceeding 30 cm and not exceeding100cm) including cutting of trunk portion protruding over ground, digging out roots, filling holes & leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n. exc. 50 m & clearing site, complete all as specified and directed. |
| 72 | Grubbing up tree trunk (girth of tree exceeding 100 cm and not exceeding150cm) including cutting of trunk portion protruding over ground, digging out roots, filling holes & leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n. exc. 50 m & clearing site, complete all as specified and directed. |
| 73 | Grubbing up tree trunk (girth of tree exceeding 150 cm and not exceeding 200cm) including cutting of trunk portion protruding over ground, digging out roots, filling holes & leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n. exc. 50 m & clearing site, complete all as specified and directed. |
| 74 | Grubbing up tree trunk (girth of tree exceeding 200 cm and not exceeding 250cm) including cutting of trunk portion protruding over ground, digging out roots, filling holes & leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n. exc. 50 m & clearing site, complete all as specified and directed. |
| 75 | Area Drainage Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m deep and getting out in any type of soil as complete all as specified and directed. |
| 76 | Plain cement concrete M-10 (Nominal Mix) C-2 1:3:6 as in foundationsfilling & mass concrete using 40mm graded aggregates as complete all as specified and directed. |
| 77 | Brick work with Sub Class "B" bricks straight or curved on plan exc 6.0m mean radius in half bricks thick wall built in CM 1:4 as complete all as specified and directed. |
| 78 | Brick work with Sub Class "B" bricks straight or curved on plan exc 6.0m mean darius built in CM 1:4 complete all as specified and directed. |
| 79 | PCC, M-15(1:2:4), type B-2 (using 20 mm aggregates) as in copingcomplete all as specifiedand directed. |
| 80 | M&L Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mii-hed/stopped ends etc complete all as specified and directed. |
| 81 | Protective work Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth,for foundation,etc.or for shafts , wells, cesspits, manhlole, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in any type of soil complete all as specified and directed. |
| 82 | Excavating over areas not exceeding 1.50m deep and getting out in any type of soil complete all as specified and directed. |
| 83 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed. |
| 84 | Removing excavated materials (soil) exc. 50m but not exceeding 200m and depositing where directed at a level not exceeding 1.50m above the starting point complete all as specified and directed. |
| 85 | Removing exacavated materials (soil) not exceeding. 50m and depositing where directed at a level not exceeding 1.50m above the starting point complete all as specified and directed. |
| 86 | M&L forPlain cement concrete, M-10(1:3:6), type C2(using 40mm graded aggregate)as in foundations, filling & mass concretecomplete all as specified and directed. |
| 87 | M&L for walling of random rubble stone masonary with harder stone such as granite, basalt or trap brought up to course wel bonded bedded and solidly hearted laid in cement motar (1:6) complete all as specified and drected. Note:- If PCC bond stones are used in lieu of stone bond stones the same shall be measured and paid separately. |
| 88 | Precast cement concrete, M-10, type C-1 (using 20mm graded aggregates) nominal mix, as in bond stone set in CM1 :6 complete with joints to match complete all as specified and directed. (Note: Quoted rate shall be net andno separate deduction of volume occupied by PCC bond stones shall be made from this stone masonry) |
| 89 | Plain cement concrete, M-15(1:2:4), type B-1 (using 20mm graded stone aggregate) as in copings, roofs kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear spa, cills, steps, seismic and other similar bands,plinth courseses, string courses, lacing courses, parapets and railing upto 60 cm in height,coping, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly, rounde or chamfered angles and throating complete all as specified and directed. |
| 90 | Extra over stone walling for hammer dressing with depression on face from straight edge held against the dressed surface n.exc 40 mm to face stones and dressing of face beds and joints as specified of random rubble walling with granite or trap stone uncoursed or brought upto courses complete all as specified and directed. |
| 91 | Raised pointing to random or polygonal rubble walling, uncoursed in CM (1:3) complete all as specified and directed. |
| 92 | S&F PVC (SWR) pipe 110mm dia low density of pressure rating 10 Kg/Sqcm single socketed, in any length with rubber ring joints,fixed to walls as in retaining wall complete all as specified.(as in weep holes) |
| 93 | M&L hand packing (any thickness) of broken stone or boulder at back of walls over arches etc. and raising ( or lowering) to the required level complete all as specified and directed. |
| 94 | Reinforced Cement concrete M-25 (Design mix) using20mm graded crushed stone aggregate asin foundation, filling and mass concrete complete all as specified. |
| 95 | Reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregate as in walls, retaining walls, basement walls and the like, etc complete all as specified and directed. |
| 96 | TMT bar 10mm 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 MS wire (annealed not less than 0.9mm dia ) complete all as specified and directed. |
| 97 | Use and waste of form workflat to sides of concrete foundation , footings, bases ofcolumns and similar work for rough finished surface of concrete complete all as specified and directed. |
| 98 | Use and waste of form work flat to faces of the walls, retaining walls, abutments and similar works etc with fair finished surface of concrete complete all as specified and directed. |
| 99 | Forming embankment including raising (or lowering) earth spreading in layers n.exc 30cm thick watering, ramming/rolling and finishing to required size, shape etc.,n. exc. 1.5m high from base complete all as specified and directed. |
| 100 | Steel water tubing, 50 mm bore, medium grade, galvanised with all fittings fixed to wall complete all as specified & directed. |
| 101 | Soling (or sub base) with broken boulders or quarried stone, inter stices, filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. |
| 102 | TMT bar 6 to 8 mm dia and over up to and including 10 mm dia cut to length, bent to shape as in stirrups, spacers complete all as specified and directed. |
| 103 | Graded shingle filling in floor or pavings, laid in layers n. exc. 15cm thick, spread, levelled & blinded with earth and rammed including watering complete all as specified and directed. |
| 104 | Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc. 5cm but not exceeding 10cm wide for rough finished surfaces of concrete complete all as specified and directed. |
| 105 | External Electrification Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth, for foundationetc, or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in any type of soil complete all as specified and as directed by Engr-in-Charge. |
| 106 | Excavation in trenches, exceeding 1.5 m wide and not exceeding 3.00 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 3.00 m in depth and getting out in any type of soil complete all as specified and as directed by Engr-in-Charge. |
| 107 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed by Engr-in-Charge. |
| 108 | Removing excavated material not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engr-in-Charge. |
| 109 | M&L for Sub class ‘B’ bricks old size laid dry flat over the cable abutting each other, length of cable equal to width of brick all as required complete all as specified and directed. |
| 110 | Material and labour for Sand cushioning for underground cable 8cm before laying the cable and 15cm after laying and stretching the cable laid and punned down to form a bed to a minimum 23cm thickness. The punning shall be done by hand complete all as specified and as directed by Engr-in-Charge. (NOTE:- only punned thickness of 18cm shall be considered for measurement purpose) |
| 111 | Material and labour for 40mm dia bore, galvanized steel water tubing pipe (light grade) for protection of cable fixed to Poles/Road crossing including suitable size clamps with all fitting and fixed complete to walls and ceilings or laid in floors/fixed to poles/or passing under road crossing, complete all as specified and as directed by Engr-in-Charge. |
| 112 | Materialand labour for Plain cement concrete, M-7.5 (1:4:8), type D-2 (using 40mm graded crushed stone aggregates) as in foundations, filling and mass concrete complete all as specified and as directed by Engr-in-Charge. |
| 113 | Material and Labour for PCC 1:3:6 type C-1 (using 20 mm graded stone aggregrate) for coping of poles and foundation of stay complete all as specified. |
| 114 | Supply, laying, jointing and testing, XLPE LT cable 1100 volts grade of cross sectional area 35 Sqmm 3.5 core as per IS-7098 Part-I, XLPE insulated aluminium conductor heavy duty served with an inner sheathing PVC tape, galvanized steel strip or wire armoured with an overall PVC sheathing laid in trenches, fixed along the poles or passed through GI pipe using clamps wherever required laid under floors, road etc fixed concealed in walls encased in GI pipe connecting with suitable size of lugs and cable glands etc, each cable termination is to be made with suitable size of cable glands and aluminum thimbles (for junction boxes, security Flights, LT panels etc) for incoming and outgoing cables complete all as specified and as directed by Engr-in-Charge. (NOTE: MS clamps with nuts, bolts washer etc shall be measured and paid separately under relevant items). |
| 115 | Supply, laying, jointing and testing, XLPE LT cable 1100 volts grade of cross sectional area 25 Sqmm 4 core as per IS-7098 Part-I, XLPE insulated aluminium conductor heavy duty served with an inner sheathing PVC tape, galvanized steel strip or wire armoured with an overall PVC sheathing laid in trenches, fixed along the poles or passed through GI pipe using clamps wherever required laid under floors, road etc fixed concealed in walls encased in GI pipe connecting with suitable size of lugs and cable glands etc, each cable termination is to be made with suitable size of cable glands and aluminium thimbles (for junction boxes, security Flights, LT panels etc) for incoming and outgoing cables complete all as specified and as directed by Engr-in-Charge. (NOTE: MS clamps with nuts, bolts washer etc shall be measured and paid separately under relevant items). |
| 116 | Supply, laying, jointing and testing, XLPE LT cable 1100 volts grade of cross sectional area 16 Sqmm 4 core as per IS-7098 Part-I, XLPE insulated aluminum conductor heavy duty served with an inner sheathing PVC tape, galvanized steel strip or wire armoured with an overall PVC sheathing laid in trenches, fixed along the poles or passed through GI pipe using clamps wherever required laid under floors, road etc fixed concealed in walls encased in GI pipe connecting with suitable size of lugs and cable glands etc, each cable termination is to be made with suitable size of cable glands and aluminium thimbles (for junction boxes, security Flights, LT panels etc) for incoming and outgoing cables complete all as specified and as directed by Engr-in-Charge (NOTE: MS clamps with nuts, bolts washer etc shall be measured and paid separately under relevant items) |
| 117 | Supply, laying, jointing and testing XLPE LT cable 1100 volts grade of cross sectional area 6 Sqmm 2 core as per IS-7098 Part-I, XLPE insulated aluminium conductor heavy duty served with an inner sheathing PVC tape, galvanized steel strip or wire armoured with an overall PVC sheathing laid in trenches, fixed along the poles or passed through GI pipe using clamps wherever required laid under floors, road etc fixed concealed in walls encased in GI pipe connecting with suitable size of lugs and cable glands etc, each cable termination is to be made with suitable size of cables glands and aluminium thimbles (for junction boxes, security Flights, LT panels etc) for incoming and outgoing cables complete all as specified and as directed by Engr-in-Charge (NOTE: Excavation & earth work, GI pipe, clamps sand crushing and cable protection shall be measured and paid for separately under respective items). |
| 118 | Supply and fixing of timer switch with new automatic street light switch for LED street light using infrared sensor based nature switch for automatic switching of street light, 230 volt, single phase of capacity 5 to 8 Killo Watt, outdoor type factory made of IP-65 rated protection having nature switch whoose operating should be based on natural light flux level and selector switch to change the mode of operation, including supply of indicator with SMC box and locking arrangement. The sensor along with power contactor of capacity upto 40 Amp including and outgoing MCB TPN capacity upto 40 Amp with auto manual operation and overvoltage and overcurrent protection and auto trip & auto reset making arrangement along wnal with internal wiring of copper cable FRLS of size 6/10 sqmm single core multisranded and mounted arrngement with clamps and nut bolt on wall/poles, dust proof and temper proof complete with all accessories as required and provided by manufacturer for installation of the timer switch complete all as specified & as directed by the Engineer-in-Charge. |
| 119 | Material and labour for earthing complete with galvanised steel earth plate of size eletrode 600mmx600mm and 6mm thick buried directly in ground earth pit not less than 2.25mtr deep below normal ground level with top edge, of the plate not less than 1.5m below normal ground level, connectd to the Galvanized Iron earth lead GI strip of size 32mmx6mmby means of bolts, nuts, check buts and washers of galvanized ironprotected by provision of GI medium grade pipe 40 mm bore dia including provision of aggregates with 40mm thick cover of RCC (1:2:4)Type B-1 (using 20mm graded crushed stone aggregate), reinforced with XPM (weight not less than 4 kg per sqmm) and frame of angle iron 40mmx40mmx3mm and with 6 mm dia MS bar handle made of shape, GI medium grade 20mm bore pipe of suitable length for watering perforated at bottom placed on top edged of earth plate, common salt and charcoal filling, funnel, wire mesh and earth work in any type of soil including returning filling & Surplus soil Removal to a distance not exceeding50 mtr all as per plate No 3 of SSR 2009 Part-I (specification) and connecting to feeder pillers and Transformer all as specifed including testing on completion complete all as specified and as directed by Engr-in-charge |
| 120 | Earthing complete with Galvanised steel earth plate electrode of size 60 cm x 60 cm and 6 mm thick burieddirectlyinground (earth pit notless than 2.25 m deep below GL) with top edge of the plate not less than 1.5 mbelow the normal groundlevelconnecting to galvanized earth lead wire 4.00mm diaby means of bolts, nuts, check nuts and washers of galvanized iron or steel and earth lead protected byprovision of GI medium grade pipe 15mm bore dia including 40mm thick cover of RCC (1:2:4) Type B-1 (using 20mm graded crushed stone Aggregate) reinforced with XPM (weight not less than 4 Kg/Sqm) and frame of angle iron 40mmx40mmx6mm with 6mm dia MS bar handle made of shape, GI medium grade 20mm borepipe for watering of suitable length placed on top edge of earth plate, common salt and charcoal filling, with fixing arrangements, funnel, wire mesh and earth work in any type of soil including returning filling in and removal of surplus soil to a distance not exceeding 50 metre complete all as per plate No 03 of SSR-2009 Part-I (specificetion) and connecting to earth test point all as specified or indicated including testing on completion complete all as specified and as directed by Engr-in-charge |
| 121 | Supply and fixing LED street light 60 W 230 volts with surge protectionnot less than 4 KV inbuilt in driver & minimum 10 KV separate in the light housing, power coated pressure die cast aluminimumhousing, IP 65 protection,high power LED street light with heat resistent toughened glass lensand making electrical connections with twin core twisted copper conductor flexible copper wire of suitable size from street light to junctionincluding street light mounting bracket ,fabricated to shape, made out ofGI pipe, light grade,40/50 mm bore dia,120 cm long for mountingon PCC/Steel poles incl 02 X MS clamps of 30x5mm size with nut, bolt, washers etc and painting with two coats of aluminium paint over a coat of red oxide specified and as directed. Notes:- 1. Driver shall be potted antivibration type. 2.LM-79 and LM-80 for 50000 burning hours 3. CRI (Colou Rendring Index) of fixture shall be > 70. 4. CCT (Colout Correlated Temprature of fixture shall be 5700K ± 300 K. 5. System Lumen Efficacy shall be >120Lm/W 6. 10 KV separate Surge Protection shall be provided as a part of fitting. 7. PCB used shall be MC PCB type 8The fittings shall have arrangement so that maintaince required, if any can be carried out from Top cover. 9. Name of manufacturer should be embossed on fitting. |
| 122 | Supply and fix junction box water proof outdoor type made out of SMC sintex make ofinside dimensions 300 x 200 x 105 mm single door type hinged with locking arrangement front operated with one number MCB 06 AmpsSP capacity for housing 3 phase and neutral busbar including connecting the incoming/outgoing cables including cable glands SMC coated clamps bolts etc all as directed and fixed to the existing poles with mild steel flat of size 25 mm x 4 mm all as specified and directed. |
| 123 | Material and Labour for factory made Steel tubular swaged poles type 410 SP-31 (09 meters long) with 300mmx300mmx6mm mild steel plate continuously welded to Pole, finial tapper plug, bolts, nuts and screws and making holes as per requirement all as specified including factory painted with two coats black bituminous paint internally throughout and externally for embedded portion and applying one coat of red oxide primer, making 05 Nos strips each 30 CM high with super enamel paint (Black and yellow/white) from ground level/coping upto 1.5M height of pole including painting with two coats of aluminium paint for remaining height complete all as specified and as directed by Engr-in-Charge (NOTE:- Excavation, earth work and PCC in coping/ foundation shall be measured and paid separately under respective items) |
| 124 | Material and Labour for PVC insulated PVC sheathed multicore flexible copper cable conductor of 1100 Volts grade confirming to IS-694/2010 of size 1.5 sqmm 3 core with 20mm PVC conduit pipe for protection of PVC copper cable including suitable clamps,nuts,bolts and washers complete all as specified and as directed by Engr-in-Charge. |
| 125 | Supply, fixing, installation and testing of 40 Watt capacity, LED Solar light system, with 2 days autonomy, having dust and water proof properties (IP-65 Rated) Solar street light system all in one integrated solar street light with PIR sensor inbuilt battery, including mono crystalline silicon solar panels with high efficiency MPPT charge controller, intelligent control module and sensor with diming capabilites for power sane, high efficiency, high lumen LED modules more than 90% efficiency, system efficiency more than 95%, view angle 120 degree, lumen flux system efficiency 120 lumen/watt, over current protection short circuit protection, lighting protection, CRI>70 light charging indication (green light), temperature compensated charging and discharging work well in cold and hot environment, polarity protection, low voltage (Red light), high performance lithium ferrophosphat battery of 12.8 Volt, 35 Ah capacity or as per latest manufacturer design (tested on high temp)complete all as specified and as directed by Engr-in-Charge. NOTE:- (a) The complete 40 Watt LED solar light system shall have minimum five years replacement warranty as given by the manufacturer. The same shall be submitted by the Contractor along with original purchasevouchers during claiming payment for the same in the RAR"s for Department Record duly verified by the Engr-in-Charge & counter signed by GE & kept on record. (b) The quoted rate for this item shall deemed to included this aspect also No claims whatsoever shall be admissible on this account at the later stage. (c) The defect liability period of LED light shall be 05 years from the certificate date of completion & the contrator shall replace/repair the defective fitting within 07 days after handing over to Contractor for replacement/repair. (d) CA No shall be written on each fiting before installation. (e) The name of manufacturer to be embossed on the fitting. (f) The fittings shall have arrangement so that maintaince required, if any can be carried out from Top cover. |
| 126 | Excavation by trenches less technology boring of holes under road pavement, hard standing by trenchless technology using ultra sound technique and necessary machineries including HDPE pipe of 150mmdia suitable for 0.4 Mpa working pressure complete all as specified and directed. |
| 127 | Supply and fixing in replacement of GI tubing, medium grade, 80 mm bore with base plater erected or pipe fixed or ground including fixing arrangement febricated made out of galvanized ironflat iron of size 40mmx5mm, duly painted with two coats of aluminium paints over a coat of primer suitable for galvanized iron nuts and bolt platform shall be as per manufacture design demand to be included in the quoated rate item including complete all as specified and as directed. |
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