Tender For Geometrical Correction Of T-Junction Near Sangermal Srinagar.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
31 Jul 2026
1 days left
EMD
95858
Bank guarantee accepted
Document Fee
1100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Srinagar → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Geometrical Correction Of T-Junction Near Sangermal Srinagar.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 29-Jul-2026 | extension | Date | 31-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge. |
| 2 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:4:8 or leaner mix (i/c equivalent design mix) |
| 3 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1 kilometer, as per direction of Engineer-in-charge. |
| 4 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge. |
| 5 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 9 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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 the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 10 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 11 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 12 | Providing and applying tack coat using hot straight run bitumen of VG-10 grade incl. heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning & preparing the existing road surface to remove all dirt, dust, mud etc. & finally brooming the surface as per required specification incl. cost & carriage of bitumen. |
| 13 | On WBM surface @ 0.75 Kg/Sqm |
| 14 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 15 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity. |
| 16 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including 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 Engineer-in-charge and accordance with applicable specifications. |
| 17 | Providing and fixing Glow studs of size 100x20mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact Polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by Engineer-in-charge. The Glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 +/- 5 degrees to base. The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS : 873 part 4 : 1973. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. |
| 18 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : |
| 19 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 20 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost and carriage of all materials involved complete. |
| 21 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete |
| 22 | 200 mm dia. R.C.C. pipe |
| 23 | 250 mm dia. R.C.C. pipe |
| 24 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floatingcoat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 25 | Electric part for Traffic Rotary at BSNL exchange at MA Road Srinagar |
| 26 | HT/LT RATIONALIZATION |
| 27 | Supply, Installation, Testing and Commissioning 9 Mtr. Long Pole ( ST-410 SP56) (Complete Job as per directions of Engineer In Charge) |
| 28 | Supply, Installation, Testing and Commissioning of GI V cross-arm with top Bracket including clamp |
| 29 | Supply, Installation, Testing and Commissioning of GI Channel X-arm including clamps and braces |
| 30 | Supply, Installation, Testing and Commissioning of 50 mm² ACSR Conductor |
| 31 | Supply, Installation, Testing and Commissioning of Supply, Installation, Testing and Commissioning of 100 mm² ACSR Conductor |
| 32 | Supply, Installation, Testing and Commissioning of PG Clamps for 50 mm² ACSR Conductor |
| 33 | Supply, Installation, Testing and Commissioning of 11kV Polymeric composite Pin Insulator 12kV, 5kN, Lighting Impulse 75kV Positive and 80kV Negative, creepage distance 320mm |
| 34 | Supply, Installation, Testing and Commissioning of 11kV Polymeric composite Disc Insulator 12kV,min failing load 45kN, Lighting Impulse 75kV Positive and 80kV Negative, creepage distance 320mm with fitting |
| 35 | Supply, Installation, Testing and Commissioning of Supply, Installation, Testing and Commissioning of Galvinized Nuts and Bolts |
| 36 | Supply, Installation, Testing and Commissioning of Danger Plates with Clamps |
| 37 | Supply, Installation, Testing and Commissioning ofAnti-Climbing Device with Clamps |
| 38 | Supply, Installation, Testing and Commissioning of Red Oxide |
| 39 | Supply, Installation, Testing and Commissioning of Aluminium Paint |
| 40 | Supply, Installation, Testing and Commissioning of Cement bottoming 1:2:4 mix as per Standards 0.66 cum / pole |
| 41 | Supply, Installation, Testing and Commissioning of Aluminium Jointing Sleeves |
| 42 | CABLING AND INTERNAL WIRING |
| 43 | Supply, Installation, Testing and Commissioning of 25Sqmm 4 Core Cable,1.1kV Grade, Armoured, XLPE Insulated Stranded Aluminium Conductor FRLS to be carried through conduit/pipe U/G or A/G including 50mm HDPE Pipe (Complete Job as per directions of Engineer In Charge) |
| 44 | Supply, Installation, Testing and Commissioning of 70mm² Single Core Cable,1.1kV Grade, Armoured, XLPE Insulated Stranded Conductor FRLS type( underground ) (Complete Job as per directions of Engineer In Charge) |
| 45 | Wiring for circuit/ submain wiring along with earth wire with 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (Complete Job as per directions of Engineer In Charge) |
| 46 | Supplying and fixing of 32 A rating /240/415V,10 KA , C Curve, SPN MCB |
| 47 | Foundation |
| 48 | Laying of RCC foundation for 9.0/6.0 mtr. Long Octagonal poles including proper curing. 0.6mX0.6mX1.2m (RCC with concrete ratio 1:1.5:3 with minimum 8 Nos. of 12 mm dia longitudinal MS reinforcement rods with rings of 8 mm dia not more than 200 mm C.C for fixing the pole). |
| 49 | Laying of M-20 RCC foundation by considering the safe soil bearing capacity at site as 10 T/Sqmm at 2 Mtr depth including excavation and fixing, making steel cage of required size welded with J bolts, provided nuts and bolts with the help of template, duly plastered as per design complete (20Mtr raising,lowering High MAST) |
| 50 | DISMANTLING |
| 51 | Dismantling of 6/9Mtr Octogonal poles and shifting/Re-Erecting the same at adjacent locations |
| 52 | Dismantling of 20 Mtr High Mast Pole and shifting/Re-Erecting the same at adjacent locations including internal wiring and other necessary accessories. |
| 53 | Dismantling, Stacking of 9 mtr ST Poles and transportation back to Divisional Store as per the instruction of Engineer In Charge. |
| 54 | Dismantling of 0.03/0.05/0.1 ACSR Conductor and transportation to Divisional Stores |
| 55 | Earthing |
| 56 | Supply, Installation, Testing and Commissioning of Earthing of Poles Complete by GI Rod 20mm 3 mtr long with GI Strip (25x3)mm (Complete Job as per directions of Engineer In Charge) |
| 57 | Electric part for Rotary at Sangarmal T-juction |
| 58 | HT/LT RATIONALIZATION |
| 59 | Supply, Installation, Testing and Commissioning 9 Mtr. Long Pole( ST-410 SP56) (Complete Job as per directions of Engineer In Charge) |
| 60 | Supply, Installation, Testing and Commissioning of GI V cross-arm with top Bracket including clamp |
| 61 | Supply, Installation, Testing and Commissioning of GI Channel X-arm including clamps and braces |
| 62 | Supply, Installation, Testing and Commissioning of 50 mm² ACSR Conductor |
| 63 | Supply, Installation, Testing and Commissioning of Supply, Installation, Testing and Commissioning of 100 mm² ACSR Conductor |
| 64 | Supply, Installation, Testing and Commissioning of PG Clamps for 50 mm² ACSR Conductor |
| 65 | Supply, Installation, Testing and Commissioning of 11kV Polymeric composite Pin Insulator 12kV, 5kN, Lighting Impulse 75kV Positive and 80kV Negative, creepage distance 320mm |
| 66 | Supply, Installation, Testing and Commissioning of 11kV Polymeric composite Disc Insulator 12kV,min failing load 45kN, Lighting Impulse 75kV Positive and 80kV Negative, creepage distance 320mm with fitting |
| 67 | Supply, Installation, Testing and Commissioning of Supply, Installation, Testing and Commissioning of Galvinized Nuts and Bolts |
| 68 | Supply, Installation, Testing and Commissioning of Danger Plates with Clamps |
| 69 | Supply, Installation, Testing and Commissioning ofAnti-Climbing Device with Clamps |
| 70 | Supply, Installation, Testing and Commissioning of Red Oxide |
| 71 | Supply, Installation, Testing and Commissioning of Aluminium Paint |
| 72 | Supply, Installation, Testing and Commissioning of Cement bottoming 1:2:4 mix as per Standards 0.66 cum / pole |
| 73 | Supply, Installation, Testing and Commissioning of Aluminium Jointing Sleeves |
| 74 | CABLING AND INTERNAL WIRING |
| 75 | Supply, Installation, Testing and Commissioning of 25Sqmm 4 Core Cable,1.1kV Grade, Armoured, XLPE Insulated Stranded Aluminium Conductor FRLS to be carried through conduit/pipe U/G or A/G including 50mm HDPE Pipe (Complete Job as per directions of Engineer In Charge) |
| 76 | Supply, Installation, Testing and Commissioning of 70mm² Single Core Cable,1.1kV Grade, Armoured, XLPE Insulated Stranded Conductor FRLS type( underground ) (Complete Job as per directions of Engineer In Charge) |
| 77 | Wiring for circuit/ submain wiring along with earth wire with 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (Complete Job as per directions of Engineer In Charge |
| 78 | Supplying and fixing of 32 A rating /240/415V,10 KA , C Curve, SPN MCB |
| 79 | Foundation |
| 80 | Laying of RCC foundation for 9.0/6.0 mtr. Long Octagonal poles including proper curing. 0.6mX0.6mX1.2m (RCC with concrete ratio 1:1.5:3 with minimum 8 Nos. of 12 mm dia longitudinal MS reinforcement rods with rings of 8 mm dia not more than 200 mm C.C for fixing the pole). |
| 81 | Laying of M-20 RCC foundation by considering the safe soil bearing capacity at site as 10 T/Sqmm at 2 Mtr depth including excavation and fixing, making steel cage of required size welded with J bolts, provided nuts and bolts with the help of template, duly plastered as per design complete (20Mtr raising,lowering High MAST) |
| 82 | DISMANTLING |
| 83 | Dismantling of 6/9Mtr Octogonal poles and shifting/Re-Erecting the same at adjacent locations |
| 84 | Dismantling of 20 Mtr High Mast Pole and shifting/Re-Erecting the same at adjacent locations including internal wiring and other necessary accessories. |
| 85 | Dismantling, Stacking of 9 mtr ST Poles and transportation back to Divisional Store as per the instruction of Engineer In Charge. |
| 86 | Dismantling of 0.03/0.05/0.1 ACSR Conductor and transportation to Divisional Stores |
| 87 | Earthing |
| 88 | Supply, Installation, Testing and Commissioning of Earthing of Poles Complete by GI Rod 20mm 3 mtr long with GI Strip (25x3)mm (Complete Job as per directions of Engineer In Charge) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 29, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 31, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 dayJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayAug 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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