Tender For Augmentation And Upgradation Of Existing Sewage System, special Repair Of Lt Cables, Lt Panel And Conversion Of Overhead Lt Lines To Ug Cables Etc And Provn Of Hard Standing With Shed For Heavy Vehciles At Sila Grn Under Age Reasi Of Ge Na
Tender Value
40.50 Lakhs
Estimated cost
Bid Submission
28 Aug 2026
4 days left
EMD
81000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jammu → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Augmentation And Upgradation Of Existing Sewage System, special Repair Of Lt Cables, Lt Panel And Conversion Of Overhead Lt Lines To Ug Cables Etc And Provn Of Hard Standing With Shed For Heavy Vehciles At Sila Grn Under Age Reasi Of Ge Nagrota
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 13-Aug-2026 | Amendment to tender documents | Other | 28-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Septic tank for 100 user with excavation in any type of soil, foundation in PCC 1:2:4 type B-2, brick work in cement mortar 1:4, RCC slab covers including RCC pre-cast manhole cover having 6mm plate all around, reinforced cover with angle iron frame, vent shaft and sludge chamber etc. shown in drg CEUZ/TD-1202 Sh ½ and 2/2 complete all as specified and directed. |
| 2 | Construction of Soakage wells exc, in ordinary Soil, Foundation in PCC 1:3:6, wells of Honey combed and solid,in M-25 Concrete, including intercepting chamber,screen chamber Brick work in CM, RCC cover slab in M-25/ RR masonry / Filling with brick bats complete of size 3.6 M dia X 3.0 M deep, and shown in drg CEUZ/TD-1202 Sh ½ and 2/2, complete all as speciifed and directed |
| 3 | Septic tank for 50 user with excavation in any type of soil, foundation in PCC 1:2:4 type B-2, brick work in cement mortar 1:4, RCC slab covers incl RCC pre-cast manhole cover having 6mm plate all around, reinforced cover with angle iron frame, vent shaft and sludge chamber etc. shown in drg CE/TD-1202 Sh ½ and 2/2 complete all as specified and directed. |
| 4 | Construction of Soakage wells exc, in ordinary Soil, Foundation in PCC 1:3:6, wells of Honey combed and solid,in M-25 Concrete, including intercepting chamber,screen chamber Brick work in CM, RCC cover slab in M-25/ RR masonry / Filling with brick bats complete of size 1.8 M dia X 3.0 M deep, and shown in drg CEUZ/TD-1202 Sh ½ and 2/2, complete all as speciifed and directed |
| 5 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth in any type of soil; for foundation, etc. or for shafts, wells, pits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and directed. |
| 6 | M & L for 150 mm dia salt glazed stoneware drain pipes laid in trenches and jointed complete all as specified and directed. |
| 7 | PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in bed to drain pipe including packing under and haunching against the side of pipes after they are laid and tested for 150mm bore pipe complete all as specified and directed. |
| 8 | Cutting into existing manholes for connecting new drains making good to pipe and rendering cutting out existing benching for and forming channel (1/2 or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required with internal dia of Pipe 150mm complete all as specified and directed. |
| 9 | Returning, filling, ramming including, spreading, leveling, watering and well ramming in layers n.exc 25cm thick in soft/loose soil complete all as specified and directed. |
| 10 | Removing excavated soil to a distance n.exc 50 mtr and deposited where directed at a level n.exc 1.5m above the starting point complete all as specified and directed. |
| 11 | M&L for Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 Mtr mean radius built in cement mortar 1:4 complete all as specified and directed. |
| 12 | M&L for PCC (1:3:6) type C-2 using 40mm graded crushed stone aggregates for foundation of manholes and drains complete all as specified and directed. |
| 13 | M&L for Cement concrete in surface channels and drainsType B2 1:2:4 (40 mm graded crushed aggregate) complete all as specified and directed. |
| 14 | M&L for Rendering 15mm thick on fair faces of bricks in CM 1:4 finished even and smooth without using extra cement using WPC @ 3% by weight of cement complete all as specified and directed. |
| 15 | Supply only integral water proofing compound, complete all as specified and directed. |
| 16 | M&L for Precast reinforced cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in manhole covers, set in cement mortar 1:6 all as specified and directed including necessary formwork and moulds, complete all as specified and directed.(Note :Steel reinforcement shall be measured & paid seprately under respective item) |
| 17 | M & L for mild steel TMT bars 5 mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 18 | All as per Ser item No 17 above but 10 mm dia MS round bar as in handle |
| 19 | M&L for Plain cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in coping, benching including weathering slightly rounded or chamfered angles as directed including necessary formwork and finishing the exposed surfaces complete all as specified and directed. |
| 20 | Extra for forming fair faces (finished drain of channel 30 cm inner grith in cement concrete using extra cement including forms moulds mitred stopped end etc complete all as specified and directed. |
| 21 | S & F PVC (SWR) branch bends any radius 110mm bore of pipe in repairs complete all as specified and directed. |
| 22 | S & F 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or floors in repairs complete all as specified and directed. |
| 23 | Supply & Fixed in repairs PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls Bore 75 mm inclding dismantling of old U/S pipes complete all as specified and directed. |
| 24 | Supply & Fixed in repairs PVC (SWR) bends 75 mm dia radius complete all as specified and directed. |
| 25 | M&L, PCC (1:3:6) type C2, using 40mm graded crushed stone aggregate as in plinth protection laid in panel alternate bays not exc 2.00 sqm with 6mm wide joints and joints filled with mastic fillings, finished even and fair complete 50mm thick complete all as specified and directed. |
| 26 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed. |
| 27 | M&L for Cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate and 75mm thick as in sub base of floors / hardstanding complete all as specified and directed. |
| 28 | M&L for coloured rubberised Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade with grey cement and pigment complete all as specified and directed. |
| 29 | Supply only Fine aggregate (sand) for laying floor finishes complete all as specified and directed. |
| 30 | M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete etc. complete all as specified and directed. |
| 31 | M&L for Hardcore of broken stone or boulder of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 32 | M&L for coloured rubberised Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and no pigment complete all as specified and directed. |
| 33 | M&L for PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in copings, kerbs including necessary formwork etc complete all as specified and directed. |
| 34 | Removing excavated material (soil) exc 1.5km and n.exc 5 km and spreading where directed at a level n.exc 1.5m above the starting point complete all as specified and directed. |
| 35 | Excavating in post holes (or similar holes) each n.exc 0.5 cum in soft / loose soil, getting out returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed. |
| 36 | M&L PCC 1:4:8 Type D2( using 40mm graded crushed stone aggregate) , as in foundation filling and mass concrete complete all as specified and directed. |
| 37 | S&F for Rolled sections as in post, main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates of Fe 410-W (Gde- E-250 quality-B) complete all as specified and directed. |
| 38 | M&L for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. complete all as specified and directed. |
| 39 | M&L for synthetic enamel painting two coats to steel surfaces over a coat of red oxide primer including preparation of surfaces of any description over 10cm girth or width not other wise described complete all as specified and directed. |
| 40 | S&F for Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 41 | S&F for Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 42 | Removing surplus soil to a distance n.exc 50m and deposited where directed at a level not exceeding 1.50 m above the starting point, complete all as specified and directed. |
| 43 | M & L for dry Sand cushioning to under ground cable laid in trenches for laying of HT/LT UG cables 8 cm wide before laying the cable and 15 cm after laying and punned down to a depth of 10 cm as per MES SSR Part-I (2009) complete all as specified and directed.Note: Punned thickness shall be measured and paid to the contractor. |
| 44 | Supply and fixing to GI tubing 50 mm dia light grade laid in under floors/road crossing, walls and ceiling as cable protection pipe complete all as specified and directed. |
| 45 | M&L for earthing complete with galvanized steel earth plate electrode of size 60cm x 60cm x 6mm thick buried directly in ground (earth pit not less than 2.25 meters below ground level) with top edge of earth plate not less than 1.5 meters below ground level surrounded on all sides by 150 mm thick charcoal & common salt starting from ground below earth plate upto 150mm above GI plate in alternate layers connected to galvanized earth strip 25x6 mm by means of nuts, bolts, thimbles, chuck nuts, washers of GI or steel, PCC (concrete chamber of size 300 mm x 300 mm x 300 mm inside dimension) shall be PCC 1:3:6 type C-1 using 20mm graded stone aggregate with fair finish , internal surface of concrete chamber shall be given 15mm thick plaster in CM 1:4, funnel with wire mesh of 22 gauge, 80 mm thick PCC pit cover 320 mm x 320 mm of RCC 1:2:4 type B-1 using 20 mm graded stone aggregate reinforced with XPM, JALLI pit all as shown in electrical plate No 5 of MES SSR Part-I (2009) as specified including provision of 40mm dia medium grade GI pipe for earth strip protection and 20 mm dia for watering complete , all excavation and earth work & connecting the earthing to an earthing test point /LT Panel as specified and testing on completion for desired result complete all as specified and directed. |
| 46 | M&L for earthing complete with galvanized steel earth plate electrode of size 60cm x 60cm x 6mm thick buried directly in ground (earth pit not less than 2.25 meters below ground level) with top edge of earth plate not less than 1.5 meters below ground level surrounded on all sides by 150 mm thick charcoal & common salt starting from ground below earth plate upto 150mm above GI plate in alternate layers connected to galvanized earth strip 32x6 mm by means of nuts, bolts, thimbles, chuck nuts, washers of GI or steel, PCC (concrete chamber of size 300 mm x 300 mm x 300 mm inside dimension) shall be PCC 1:3:6 type C-1 using 20mm graded stone aggregate with fair finish , internal surface of concrete chamber shall be given 15mm thick plaster in CM 1:4, funnel with wire mesh of 22 gauge, 80 mm thick PCC pit cover 320 mm x 320 mm of RCC 1:2:4 type B-1 using 20 mm graded stone aggregate reinforced with XPM, JALLI pit all as shown in electrical plate No 5 of MES SSR Part-I (2009) as specified including provision of 40mm dia medium grade GI pipe for earth strip protection and 20 mm dia for watering complete , all excavation and earth work & connecting the earthing to an earthing test point /LT Panel as specified and testing on completion for desired result complete all as specified and directed. |
| 47 | Supply, laying, jointing and testing and commissioning aluminium conductor, XLPE insulated,PVC inner sheathed, GI strip or wire armoured and overall PVC sheathed ,heavy duty 1100 volts grade in trenches/on surface of wall/ in GI pipe including dressing and clamping the cable with MS Zinc Passivated clamps and fixing suitable thimbles/lugs including cable glands of suitable size etc of cross-sectional area 120 Sqmm 3.5 core complete all as specified and directed . |
| 48 | Supply, laying, jointing and testing and commissioning aluminium conductor, XLPE insulated,PVC inner sheathed, GI strip or wire armoured and overall PVC sheathed ,heavy duty 1100 volts grade in trenches/on surface of wall/ in GI pipe including dressing and clamping the cable with MS Zinc Passivated clamps and fixing suitable thimbles/lugs including cable glands of suitable size etc of cross-sectional area 95 Sqmm 3.5 core complete all as specified and directed . |
| 49 | Supply, laying, jointing and testing and commissioning aluminium conductor, XLPE insulated,PVC inner sheathed, GI strip or wire armoured and overall PVC sheathed ,heavy duty 1100 volts grade in trenches/on surface of wall/ in GI pipe including dressing and clamping the cable with MS Zinc Passivated clamps and fixing suitable thimbles/lugs including cable glands of suitable size etc of cross-sectional area 70 Sqmm 3.5 core complete all as specified and directed . |
| 50 | Supply, laying, jointing and testing and commissioning aluminium conductor, XLPE insulated,PVC inner sheathed, GI strip or wire armoured and overall PVC sheathed ,heavy duty 1100 volts grade in trenches/on surface of wall/ in GI pipe including dressing and clamping the cable with MS Zinc Passivated clamps and fixing suitable thimbles/lugs including cable glands of suitable size etc of cross-sectional area 50 Sqmm 3.5 core complete all as specified and directed . |
| 51 | Supply, laying, jointing and testing and commissioning aluminium conductor, XLPE insulated,PVC inner sheathed, GI strip or wire armoured and overall PVC sheathed ,heavy duty 1100 volts grade in trenches/on surface of wall/ in GI pipe including dressing and clamping the cable with MS Zinc Passivated clamps and fixing suitable thimbles/lugs including cable glands of suitable size etc of cross-sectional area 16 Sqmm 4 core complete all as specified and directed . |
| 52 | Supply,Laying and testing XLPE insulated armoured heavy duty electric cable with aluminium conductor,1100 volts grade cross sectional area 10 sqmm 2.0 core cable complete all as specified and directed. |
| 53 | S&F 200 Amp, 415 volts, 3 Phase Industrial Busbar Chamber Box, Heavy duty Metal Construction, Copper Plates, white, 230/415 V Switchgear, 4 Pole, powder coated, CRCA steel sheet constructed as per IS : 8623, degree of protection IP 43 - IK 09 with metal door, recess/ wall mounted type and spaces as required including taking out unservicable one complete all as specified and directed. |
| 54 | Material and labour for Outdoor type factory made Bus bar chamber made out of CRCA sheet 3.15 mm thick having locking arrangement, provn of suitable hole at bottom for incoming and outgoing UG cables incl painting with 2 coat of powder coated paint over a coat of red oxide promer on exterior and interior faces of Bus bar chamber, errection of Bus bar chamber with PCC 1:2:4 type B2 and fixing and connections and provn of suitable frame at bottom made out of angle iron of size 40 x40 x6mm thick complete all as specified and directed. |
| 55 | S&F commissioning and testing of CPRI approved outdoor cubical type bus bar chamber box of size 0.5Mx0.8Mx0.60M depth,(HxBxD) outdoor type factory fabricated made out of CRCA sheet of 3.15 mm thick ,fully enclosed and angle iron frame of size 40 x 40 x 6mm thick and T section with front and rear openable double door shutter, dust and vermin proof and rear opening complete with locking arrangement, having a system of bus bars of aluminium of suitable size of 100 Amps duly insulated and mounted on Epoxy/porcelain insulators in totally enclosed chamber with three phase and neutral 415 volts, AC, system. provn of suitable cable glands, duly powder coated complete all as specified and directed. |
| 56 | Supplying, installation, testing & commissioning in CPRI approved outdoor cubical type LT of size 1.5Mx1.2Mx0.60M depth,(HxBxD) panel suitable for 415V, 3 phase, 4 wire 50 Hz, AC supply system with short circuit withstand capacity 35 MVA for 1 second, IP 54 protection, fabricated in compartmentalized design with CRCA sheet 3.15 mm thick, factory made, totally enclosed having front and rear openable, powder coated, dust, weather & vermin proof, having TPN aluminium bus bars of rating 1.5 times that of controlling MCCB supported on 'F' class SMC insulators, bottom base channel of MS section not less than 75 mm x 40 mm x 5 mm thick, entire panel shall have a common aluminium earth bar of size 25 mm x 5 mm at the rear with 2 Nos earth stud, solid connections from main bus bar to switchgears with required size bus bars and control wiring with minimum 1.5 sqmm PVC insulated copper conductor cable, cable alleys, cable gland plates including digital multi functional meter to measure voltage, current, PF & frequency and mounted on by making suitable PCC foundation, necessary inter connection including following controls complete all as specified and directed. Incoming :- MCCB 200 amp, 4 pole, Ics 36 KA, 415 volts, 50 Hz withThermal & Adjustable Magnetic type between 40% to 100% against overload setting. 01 No Outgoing:- (i) MCCB 125amp, 4 pole, Ics 25 KA, 415 volts, 50 Hz, Thermal & Adjustable Magnetic type between 70% to 100% against overload setting. - 01 No (ii) MCCB 100amp, 4 pole, Ics 25 KA, 415 volts, 50 Hz, Thermal & Adjustable Magnetic type between 70% to 100% against overload setting. - 01 No (iii) MCCB 63 amp, 4 pole, Ics 25 KA, 415 volts, 50 Hz, Thermal & Adjustable Magnetic type between 70% to 100% against overload setting. - 01 No |
| 57 | M&L for un-reinforced precast concrete cable cover of Class LV, Type I, flat, size 250x150x40mm for protection of cable, laid transversally along the length of cable, complete all as specified and directed. |
| 58 | S&F galvanised mild steel tubes \\"light grade of 80 mm bore (ISI marked) with all fitting( ISI marked) and fixed to walls and ceilings or laid in floors/ |trenches and under road, complete all as specified and directed. |
| 59 | Dismantling old unserviceable PCC/ steel tubular poles/struts, any size & all safly aside within 50m including breaking PCC Poles & breaking upto PCC foundation of Both Type poles and removal of rubbish complete all as specified and directed. |
| 60 | Dismantling of old rusted Cross Arms bracing support, clamps and back plate of any sections from poles setting aside complete all as specified and directed. |
| 61 | Dismantling of old ACSR conductors of any type and any size complete all as specified and directed. |
| 62 | Dismantling stay assembly complete. (demolition of concrete, etc. and excavation measured separately) in all accessoires proprely distory |
| 63 | Dismantling of broken, cracked, unserviceable any type insulator of any make and any size insulator complete all as specified and directed. |
| 64 | Supply & fix LT Cable route marker, 30 cm above The ground Level Fixed in pcc block of 20cmx20cmx50cm & top of the marker is marked UG LT Cable on 5 mm thick MS Sheet fixed on Flat 5 mm thick and 30cm height, duly painted yellow with letters written in paint complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 13, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 28, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysAug 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysTender Documents
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