Military Engineer Services-MES has published Additional / Alternation And Improvement To Old Sewage Line At Af Stn Tughlakabad Under Ge (Af) Tughlakabad. Submission Date for this Tender is 25-03-2023. Sewerage Construction Tenders in tughlakabad Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 23-Feb-2023 | Corrigendum1 | Date | 06-03-2023 |
| 2 | 26-Feb-2023 | BoQ Corrigendum | BOQ | 06-03-2023 |
| 3 | 06-Mar-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 13-03-2023 |
| 4 | 13-Mar-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 18-03-2023 |
| 5 | 18-Mar-2023 | Date Extended 18Mar2023 | Admin Corrigendum Date Extend | 20-03-2023 |
| 6 | 22-Mar-2023 | Corrigendum3 | Date | 25-03-2023 |
| 7 | 22-Mar-2023 | Corrigendum4 | Other | 25-03-2023 |
| Sl. No. | Item Description |
| 1 | Sch "A" Part-I (Earth Work and demolition) |
| 2 | Excavation in trenches in hard/dense soil not exceeding1.5 metre wide and n. exc 1.50m depth for foundationetc or for shafts, wells, cesspits , man holes, pier holes etc n. exc 10 sqm on plan and getting out in hard soil/road complete all as specified. Note : All the wks needs to be executed manually at site. |
| 3 | Excavation in trenches in soft/loose soil not exceeding1.5 metre wide and n. exc 1.50m depth for foundationetc or for shafts, wells, cesspits , man holes, pier holes etc n. exc 10 sqm on plan and getting out in soft /loose soil complete all as specified. Note : All the wks needs to be executed manually at site. |
| 4 | Excavation in trenches in soft/loose soil not exceeding1.5 metre wide andexc 1.50m depth and not exceeding 3.00mtr for foundationetc or for shafts, wells, cesspits , man holes, pier holes etc n. exc 10 sqm on plan and getting out in soft /loose soil complete all as specified. Note : All the wks needs to be executed manually at site. |
| 5 | Returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm complete all as specified and directed. |
| 6 | Removing excavated material, soils, debris (including building material), concrete, demolished/dismantled materials to a distance exc. 1.50 km but n exc. 5 km and depositingcomplete all as specified and directed. |
| 7 | Removing excavated material not exceeding 50mtr and depositing where directed at a level not exceeding 1.5mtr above the starting point complete all as specified and as directed |
| 8 | Demolition of un-reinforced cement concrete of any description not otherwise specifically provided complete all as specified. |
| 9 | Demolition ofbrick work or stone/boulder masonarybuilt in cement mortar of any specification and in any position complete all as specified and directed. |
| 10 | Demolition and breaking up drain pipe of anybore and any size salt glazed stone ware/AC/PVC pipe complete all as specified. |
| 11 | Dismantling and breaking up of any bore andsize of old cast iron in drain,waste, vent pipe of any description complete all as specified and directed. |
| 12 | M&L demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specified and directed. |
| 13 | M&L for dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 14 | M&L for demolition of stone slabs and tiles laid dry or laid dry and pointed of any description or thickness in floors, aprons etc complete all as specified and directed. |
| 15 | Sch "A" Part -II ( Sewage Disposal) |
| 16 | M&Lcement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete or in sub base of floors complete all as specified. |
| 17 | M&L for cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate for 150mm bore of pipe as concrete bed to drain pipes including packing under and haunchng against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 18 | M&L for cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate for 200mm bore of pipe as concrete bed to drain pipes including packing under and haunchng against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 19 | M&L for cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate for 300mm bore of pipe as concrete bed to drain pipes including packing under and haunchng against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 20 | M&L for brick work with sub class "B" brick (using old size bricks)straight or curved on plain exc 6m mean radious built in cm 1:6 complete all as specified and directed. |
| 21 | Labour only for old brick work with sub class "B" brick (using old size bricks)straight or curved on plain exc 6m mean radious built in cm 1:6 complete all as specified and directed. |
| 22 | M&L for 150mm bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars all as directed by Engr-in-Charge. |
| 23 | M&L for 200mm bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars all as directed by Engr-in-Charge. |
| 24 | M&L for 300mm bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars all as directed by Engr-in-Charge. |
| 25 | M&L for use and waste of timbering exc 1.5 & n exc 3m deep as planking and strutting for excavations in trenches in soil, including wales, struts, open poling boards, etc. as may be necessary and fixing and removal. |
| 26 | M&L for dewatering /de-sludging/pumping out of of liquid or semi liquid or any kind of fluid/foul water/waste/foul water from inspection chamber/pits/manholes /soakage well/sumps/excavated area by water sucking hydraulic pressure machineor pumping out to alternate manholes/distance as required on ground including cleaning of all sludge silt residue of both organic & inorganic nature by mechanical scrappers etc in any position & in order to facilitate working/ progress of worksas per prevailing rules of local authoritiesto the entire satisfaction of Engr-in-charge. Note: (i) The quoted rates shall be included for hydraulic pressure machine/pump as well as excavation of pits/sumps wherever necessary for this item. (ii) All necessary safety precautions to be adhered during working as per the prevailing local authorities rules. |
| 27 | M/L for providing cement concrete 1:3:6 Type C0 using 12.5 mm graded aggregate in copings, kneelers, apex stones, bed plates, kerbs including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified. |
| 28 | S&F ISI marked PVC (SWR) pipes single socketed 110mm dia in any length with rubber ring joints fixed to walls. |
| 29 | S& F ISI marked PVC (SWR) bends 110mm dia any radius complete all as specified and as directed. |
| 30 | S&F 100mm dia cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, fixed to walls/floors incl all necessary fittings complete all as specified and directed. |
| 31 | S&F 75mm dia cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, fixed to walls/floors incl all necessary fittings complete all as specified and directed. |
| 32 | Fixing only/refixing of old CI pipes to seal water lekage and fixing clamps in position as in walls/vertical surfaces of 100mm dia and in any position complete all as specified and directed. |
| 33 | Fixing only/refixing of old CI pipes to seal water leakage and fixing clamps in position as in walls/vertical surfaces of 75mm dia and in any position complete all as specified and directed. |
| 34 | M&L cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in surface channel and benching for manholes and haunching around manholes frames includingnecessary form work and finishing exposed surfaces even and smooth without usingextra cement. |
| 35 | M&L for rendering 15mm thickin cement mortar in 1:4 in two layers with backing coat 10 mm thick and second coat 5 mm thick with WPC on fare fair of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. Note:- WPC shall be measured and paid separately under respective item of this schedule. |
| 36 | M&L rendering 10 mm thick in CM (1:6) finished even and smooth as on brick work surfaces complete. |
| 37 | M&L for Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 marble chipping 5 to 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water (mixed with H2SO4 @ 5% scrubbing and washing shall continue till the stone chipping are sufficiently exposed to its natural colour)to expose the stone chippings complete all as specified. Note:-(i)(Payment for providing grooves shall be made separately). |
| 38 | M&L for forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and directed. |
| 39 | Material & labour for precast RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in cover slab for manhole etc with plane faces complete all as specified and directed by Engineer-in-Charge. |
| 40 | Material & labour for TMT bars 6mm to 8 mm dia cut to length bent to shape required including cranking, bending, hooking ends and binding with MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed by the Engineer-in-Charge. |
| 41 | M & L TMT bars 10mm dia and over, cut to length bent to shape required incl crancking , bending spirally for hooping for columns, hooking ends, drilling holes in existing walls/slabs and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified. |
| 42 | M&L for preparation of newly plastered surfaces of walls & applying three coats coats of white wash complete all as specified. |
| 43 | M&L for 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 as directed. |
| 44 | Supply only integral water proofing compound ISI marked |
| 45 | S&F joist , channel, angle, or tee sections, fixed indenpendently , without connecting plates, etc (cut to ordinary lengths i.e. within 20mm of the length indicated conforming to Fe 410 W (Gde E-250 ) quality B complte all as specified and directed. |
| 46 | S&F plates (plain or chequered) channels squares cut or notching used in manhole attached to beam or tee confirming to Fe.410.Gde-E-250 quality"B" complete all as specified and as directed by Engr-in-Charge. |
| 47 | M&L for preparation of new or previously untreated steel surfaces of any description, over 10cm width or girth, not otherwise described and applying two coats of ISI marked synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed by Engr-in-Charge. |
| 48 | S&F SFRC factory made drain/manhole cover having thcikeness, with steel flat complete all as directed. |
| 49 | Sch "A" Part -III (Road Work) |
| 50 | M&L Hardcore of broken stone of gauge n. exc 63mm, deposited spread and leveled in layers n exc 15 cm thick watered and rammed to a true surface complete all as specified.. |
| 51 | M&L for 100mm thickPCC 1:3:6 type C2 (using graded stone aggregate) asin sub base or floor complete all as specified and directed. |
| 52 | M&L cement concrete work in pavement/hardstanding of flexural strength 40kg/per sq cm in field using 400 kgs of cement per cubic metre thickness of concrete 25cm or less |
| 53 | Material and labour for 150mm thick (spread thickness) soiling with broken boulders or quirred stones,interstics filled surface formed and rolled and consolidated to required chamber and gradient all as specified. |
| 54 | Material and labour for 150mm thick (compacted thickness) WBM in two layers 75mm each with coarse aggregate (limestone,sand stone,flint or quirtzite) of grading 2 (63 to 40mm size) spread,rolled and consolidated to gradient and camber required with power roller 8 to 12 ton all as specified. |
| 55 | Material and labour preparing surfaces of un-surfaced WBM by brushing with wire brushes for removing caked mud etc.Sweeping with brooms and finally fanning the cleaned surface with gunny bag to remove all loose dirt,etc and applying evenly a priming /tack coat with paving bitumin@10 kg/10 sqm all as specified. |
| 56 | M&L for bituminous premix asphaltic semi dense concrete, 40 mm (consolidated thickness) with 6% paving bitumen binder ofVG 30, by weight of total mix, rolled and compacted to required camber and gradient with 8 to 12 tone capacity power roller to a uniform smooth surface as specified and as directed by Engineer-in-Charge. Note: The actual requirement of binder shall be as per the job mix design and the tests specified. However quantity of bitumen from the mix design found more than specified 6% same shall be provided with no extra cost to the Govt. In case binder content found to be less than 6% as per mix design as specified in Schedule "A" shall be adjusted @ the rate of 75.30 (Rs seventy five &paisa thirty) / kg for the less quantity of bitumen used. The quantity of 6% mentioned is exclusive of any wastage and no wastage shall be taken into account for the purpose of above adjustment) |
| 57 | M&L for Premix Bituminous macadam, (consolidated thickness not more than 75 mm) with 4% paving bitumen binder ofVG 30, by weight of total mix, rolled and compacted to required camber and gradient with power roller to a uniform smooth surface as specified and as directed by Engineer-in-Charge. |
| 58 | M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete |
| 59 | M&L chequred cement concrete tiles 20 cm x 20 cm x 25 mm thick set and jointed and pointed in neat cement slurry with grey cement and pigment in floors including 20 mm screed bed in CM 1:6complete all as specified. |
| 60 | M&L for 60mm thick machine pressed precast concrete interlocking paver blocks any tiles any size and shape factory casted with grey cement and pigment and conforming to IS 15658-2006 of M-35 grade and joints filled complete all as specified. |
| 61 | M&L sand filling for sand cushion for interlocking tile under floors or in foundations including watering and consolidation |
| 62 | M&L for PCC 1:3:6, type C-2 (40mm graded aggregate) as in foundation, sub base under interlocking tiles/chequred tile/vitrified unglazed parking tile, etc complete all as specified. |
| 63 | Sch "A" Part -IV (External Water supply) |
| 64 | Taking up cast iron water mains 80 mm bore (inlcuding all fittngs with spigot and socket ends and lead joints including burning out joints and recovering lead complete all as specified and directed. |
| 65 | Taking up cast iron water mains 100 mm bore (inlcuding all fittngs with spigot and socket ends and lead joints including burning out joints and recovering lead complete all as specified and directed. |
| 66 | Taking up cast iron water mains 150 mm bore (inlcuding all fittngs with spigot and socket ends and lead joints including burning out joints and recovering lead complete all as specified and directed. |
| 67 | Relaying of old serviceable 80 mm dia CI pipe in new position complete all as specified and directed. Note:- Joint will be measured & paid separetely. |
| 68 | Relaying of old serviceable 100 mm dia CI pipe in new position complete all as specified and directed. Note:- Joint will be measured & paid separetely. |
| 69 | Relaying of old serviceable 150 mm dia CI pipe in new position complete all as specified and directed. Note:- Joint will be measured & paid separetely. |
| 70 | M & L for laying and testingcast iron pipes 80 mm bore with spigot and socket ends, cenrifugally cast, Class LA, in any length and laid in trenches complete all as specified and directed. |
| 71 | M & L for laying and testingcast iron pipes 100 mm bore with spigot and socket ends, cenrifugally cast, Class LA, in any length and laid in trenches complete all as specified and directed. |
| 72 | M & L for cutting of cast iron iron pipe of 80 mm bore in any position and reducing to required length complete all as specified and directed. |
| 73 | M & L for cutting of cast iron iron pipe of 100 mm bore in any position and reducing to required length complete all as specified and directed. |
| 74 | M & L for cutting of cast iron iron pipe of 150 mm bore in any position and reducing to required length complete all as specified and directed. |
| 75 | Taking up U/S GI water pipe(incl all fitting) size upto 50 mm bore complete all as directed. |
| 76 | Supply and laying of galvanised steeltubing medium grade 25mm dia in trenches / wall /floor with all fittings , connections as required at site complete all as specified and directed. |
| 77 | Supply and laying of galvanised steeltubing medium grade 50mm dia in trenches / wall /floor with all fittings , connections as required at site complete all as specified and directed. |
| 78 | S&F in replacement of Cast iron sluice valve of size 80 mm dia Stainless steel stemPN- 1.6 ( Flanged) conforming to IS 14846 hand wheel operated complete all as specified and directed.. |
| 79 | S&F in replacement of Cast iron sluice valve of size 100 mm dia Stainless steel stemPN- 1.6 ( Flanged) conforming to IS 14846 hand wheel operated complete all as specified and directed.. |
| 80 | M&L in replacement for construction of valve chambers with MS cover 3 mm thick of valve pit of size 1200x1200x1200 MM( internal dimensions) including necessary excavation, earth work 150 mm thickPCC 1:4:8 Type D2 as in foundation, PCC 1:2:4 Type B1 in coping plastering 15 mm thick in cm 1:4,and angle iron frame50x50x06 mm and locking arrangement including painting with coat of synthetic enameled paint over a coat of redoxide primer after preparation of surface complete all as specified and directed. |
| 81 | Sch "A" Part -V (External Electric supply) |
| 82 | M&L for sand cushioning in trenches for protection of LT under ground cable including watering and consolidation complete all as specified and as directed by the Engineer-in-Charge. |
| 83 | Supply and laying unreiforce concrete cover , class HV, Type -2 flat surface of size 450mmx180mmx40mm, locally available in trenches for protection of HT underground cable complete all as specified. |
| 84 | Supply and laying well burnt sub class ‘B’ bricks, 230 mm x115mmx75 mm locally available in trenches for protection of underground cable complete all as specified. |
| 85 | Taking up old servicable HT XLPE cable of size 3 core 240 sq mm complete all as specified and directed. |
| 86 | Taking up old servicable LT XLPE cable size 3.5 core 120 sq mm complete all as specified and directed. |
| 87 | Taking up old servicable LT XLPE cable size 3.5 core 95 sq mm complete all as specified and directed. |
| 88 | Taking up old servicable LT XLPE cable size 3.5 core 70 sq mm complete all as specified and directed. |
| 89 | Taking up old servicable LT XLPE cable size 3.5 core 50 sq mm complete all as specified and directed. |
| 90 | Taking up old servicable LT XLPE cable size 3.5 core 35 sq mm complete all as specified and directed. |
| 91 | Taking up old servicable LT XLPE cable size 4.0 core 16 sq mm complete all as specified and directed. |
| 92 | Relaying/Rerouting/Taking down of old serviceableHT XLPE cable in new positions including fixing only complete all as specified and directed by the Engineer-in-Charge for 3 core 240 sqmm. Note:- cable joint will be measured & paid separetely. |
| 93 | Relaying/Rerouting/Taking down of old serviceableLT XLPE cable in new positions including fixing only complete all as specified and directed by the Engineer-in-Charge for 3.5 core 120 sqmm. Note:- Cable joint will be measured & paid separetely. |
| 94 | Relaying/Rerouting/Taking down of old serviceableLT XLPE cable in new positions including fixing only complete all as specified and directed by the Engineer-in-Charge for 3.5 core 95 sqmm. Note:- Cable joint will be measured & paid separetely. |
| 95 | Relaying/Rerouting/Taking down of old serviceableLT XLPE cable in new positions including fixing only complete all as specified and directed by the Engineer-in-Charge for 3.5 core 70sqmm. Note:- Cable joint will be measured & paid separetely. |
| 96 | Relaying/Rerouting/Taking down of old serviceableLT XLPE cable in new positions including fixing only complete all as specified and directed by the Engineer-in-Charge for 3.5 core 50 sqmm. Note:- Cable joint will be measured & paid separetely. |
| 97 | Relaying/Rerouting/Taking down of old serviceableLT XLPE cable in new positions including fixing only complete all as specified and directed by the Engineer-in-Charge for 4 core 16 sqmm. Note:- Cable joint will be measured & paid separetely. |
| 98 | Supply, laying & testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 11000 volts grade, of size 3 core 240 sq mm. NOTE: - TESTING CERTIFICATE SHALL BE FWD TO OFFICE OF ACCEPTING OFFICER FOR CHECK AND PAYMENT SHALL BE MADE AFTER TESTING CERTIFICATE DULY CERTIFIED BY GE. |
| 99 | Supply, laying & testing of cable XLPE insulated screened PVC bedded, galvanized steel wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 120 sqmm 3.5corecomplete all as specified and directed by the Engineer-in-Charge. NOTE: - TESTING CERTIFICATE SHALL BE FWD TO OFFICE OF ACCEPTING OFFICER FOR CHECK AND PAYMENT SHALL BE MADE AFTER TESTING CERTIFICATE DULY CERTIFIED BY GE. |
| 100 | Supply, laying & testing of cable XLPE insulated screened PVC bedded, galvanized steel wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 95 sqmm 3.5core complete all as specified and directed by the Engineer-in-Charge. NOTE: - TESTING CERTIFICATE SHALL BE FWD TO OFFICE OF ACCEPTING OFFICER FOR CHECK AND PAYMENT SHALL BE MADE AFTER TESTING CERTIFICATE DULY CERTIFIED BY GE. |
| 101 | Supply, laying & testing of cable XLPE insulated screened PVC bedded, galvanized steel wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 70 sqmm 3.5core complete all as specified and directed by the Engineer-in-Charge. NOTE: - TESTING CERTIFICATE SHALL BE FWD TO OFFICE OF ACCEPTING OFFICER FOR CHECK AND PAYMENT SHALL BE MADE AFTER TESTING CERTIFICATE DULY CERTIFIED BY GE. |
| 102 | Supply, laying & testing of cable XLPE insulated screened PVC bedded, galvanized steel wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 50 sqmm 3.5core complete all as specified and directed by the Engineer-in-Charge. NOTE: - TESTING CERTIFICATE SHALL BE FWD TO OFFICE OF ACCEPTING OFFICER FOR CHECK AND PAYMENT SHALL BE MADE AFTER TESTING CERTIFICATE DULY CERTIFIED BY GE. |
| 103 | Supply, laying & testing of cable XLPE insulated screened PVC bedded, galvanized steel wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 35 sqmm 3.5core complete all as specified and directed by the Engineer-in-Charge. NOTE: - TESTING CERTIFICATE SHALL BE FWD TO OFFICE OF ACCEPTING OFFICER FOR CHECK AND PAYMENT SHALL BE MADE AFTER TESTING CERTIFICATE DULY CERTIFIED BY GE. |
| 104 | Supply, laying & testing of cable XLPE insulated screened PVC bedded, galvanized steel wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 16 sqmm 4core complete all as specified and directed by the Engineer-in-Charge. NOTE: - TESTING CERTIFICATE SHALL BE FWD TO OFFICE OF ACCEPTING OFFICER FOR CHECK AND PAYMENT SHALL BE MADE AFTER TESTING CERTIFICATE DULY CERTIFIED BY GE. |
| 105 | Relaying only old serviceable well burnt sub class ‘B’ bricks, locally available in trenches for protection of underground cable complete all as specified. |
| 106 | Supply, fixing and testing of cable jointing kitfor 11 kv grade cable for Indoor termination cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 240 sq mm to 400 sqmm all as specified and directed. |
| 107 | Supply, fixing and testign of cable jointing kit Cable jointing kit for 11 KV (Earthed) grade cable for straight through Hot shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 240 sqmm to 400 sqmm. |
| 108 | M & L for jointing, testing and commissioning in replacement cold shrinkablestraight through Jointing Kit suitable for LT Cable of size 120 Sqmm, 3.5/4 core complete all as specified and directed by Engr-in-charge. |
| 109 | M & L for jointing, testing and commissioning in replacement cold shrinkablestraight through Jointing Kit suitable for LT Cable of size 95 Sqmm, 3.5/4 core complete all as specified and directed by Engr-in-charge. |
| 110 | M & L for jointing, testing and commissioning in replacement cold shrinkablestraight through Jointing Kit suitable for LT Cable of size 70 Sqmm, 3.5/4 core complete all as specified and directed by Engr-in-charge. |
| 111 | M & L for jointing, testing and commissioning in replacement cold shrinkablestraight through Jointing Kit suitable for LT Cable of size 50 Sqmm, 3.5/4 core complete all as specified and directed by Engr-in-charge. |
| 112 | M & L for jointing, testing and commissioning in replacement cold shrinkablestraight through Jointing Kit suitable for LT Cable of size 16-35 Sqmm, 3.5/4 core complete all as specified and directed by Engr-in-charge. |
| 113 | Boring of holes under road, pavement, Hard standing by trenchless trenchless technology usingultra sounding technique and necessary machine including pipe of 150 mm dia suitable for 0.4 mpa working pressurecomplete all as specified and directed by Engr-in-charge. |
| 114 | Schedule of Credit |
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