Tender For Special Repairs To Road And Footpath Alongwith Street Light At Drdo Residential Complex (Kwc Area) At Timarpur, Delhi
Tender Overview
Project Description
Tender for Special Repairs To Road And Footpath Alongwith Street Light At Drdo Residential Complex (Kwc Area) At Timarpur, Delhi
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 08-Jul-2026 | Corri02 | Date | 13-Aug-2026 |
| 2 | 10-Jun-2026 | Corri01 | Date | 16-Jul-2026 |
| 3 | 31-Jul-2026 | Corri03 | Date | 27-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | M & L Repair to pot holes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) making good by applying tack coat with bituminous primer @ 5 kg per 10 sq m, putting in premix as specified for thin bituminous carpet (2 cm thick) well rammed and sealed with premixed sand seal coat (6.8 kg of binder with 0.06 cu m of sand), again well rammed (including supply of premix binder and sand) depth of potholes n exc 30 mm complete all as specified and directed. |
| 2 | M & L Repair to pot holes any depth, exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) making good by applying tack coat with bituminous primer @ 5 kg per 10 sq m, putting in premix as specified for thin bituminous carpet (2 cm thick) well rammed and sealed with premixed sand seal coat (6.8 kg of binder with 0.06 cu m of sand), again well rammed (including supply of premix binder and sand) depth of potholes n exc 30 mm complete all as specified and directed |
| 3 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means) complete all as specified and directed. |
| 4 | Providing and applying tack coat on old bituminous surface @ 0.50 Kg / sqm using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications complete all as specified and directed. |
| 5 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped 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 specificatons and directions of Engineer-in-Charge : 40 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity complete all as specified and directed. |
| 6 | Providing and applying tack coat on (bituminous macadam) bituminous surface @ 0.50 Kg / sqm using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications complete all as specified and directed. |
| 7 | Providing and laying dense 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 equiped 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 : 30 mm 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 complete all as specified and directed. |
| 8 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic 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 complete all as specified and directed. |
| 9 | Supply and fixing in repair Plastic Speed Bump designed so dynamically and compact that it can bear maximum load on it. It is made of PE plastic material. Two highly reflective reflectors moulded in PMMA material welded with ABS base plate through ultrasonic welding process and then fixed on the speed bump so that dust and water cannot touch the reflectors inside area and thus it maintains its reflectivity for a long time. 04 Nos metallic bolts are used for installation on road. Available in Yellow and Black colours. Dimensions: L =750mm, Width =250 mm & Height =75 mm to be installed complete all as specified and directed. |
| 10 | Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed |
| 11 | Supply and fix in repair solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and directed. |
| 12 | Providing and fixing in repair post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed complete all as specified and directed. |
| 13 | Supply and fixing in repair for convex mirror for size 800mm to 1000mm made of PE material provided with suitable corrosion free MS pipes 75mm dia with necessary fixing arrangement including fix the mirror at necessary height as per site requirement, meant for road turning, intersections, curves, 'T' junctions, parking lots etc. ideal for surveillance, have clear and definite mirror image, having 130 degree of viewing angle including necessary excavation PCC 1:2:4 type B-1(using 20mm graded stone affregate) and complete all as specified and directed. |
| 14 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead complete all as specified and directed : For thickness of tiles 10 mm to 25 mm |
| 15 | Taking out existing cement concrete 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 metre lead complete all as specified and directed. |
| 16 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead complete all as specified and directed. |
| 17 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge : Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) complete all as specified and directed. |
| 18 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) complete all as specified and directed. |
| 19 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size derived from natural sources) complete all as specified and directed. |
| 20 | M&L for Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) complete all as specified and directed. |
| 21 | 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 etc. as per direction of Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge) complete all as specified and directed. |
| 22 | Providing and laying factory made prepolished chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge : 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern complete all as specified and directed. |
| 23 | Providing and laying factory made prepolished chequerred precast cement concrete tiles 300 x 300 x 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) : Medium shade pigment using 50% white cement 50% Grey cement complete all as specified and directed. |
| 24 | Providing 12mm cement plaster (in fine sand) 1:4 (1 Cement : 4 Fine sand) complete all as specified and directed. |
| 25 | M & L for Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work (concrete surfaces) over an under coat of suitable shade with exterior primer of approved brand and manufacture complete all as specified and directed. |
| 26 | Supply and Laying of UPVC Pipes Sch B 100mm dia complete all as specified and directed. |
| 27 | Supply and laying in trenches, fixed to wall / pole/ tray etc cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables ( heavy duty) 1100 volt grade with stranded aluminium conductor of size 16 sqmm 4 core complete all as specified and directed. |
| 28 | Supply and laying in trenches, fixed to wall / pole/ tray etc cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables ( heavy duty) 1100 volt grade with stranded aluminium conductor of size 10 sqmm 4 core complete all as specified and directed. |
| 29 | Excavation in trenches not exc 1.5 mtr wide and n. exc 1.5 m depth and getting out in soft/loose soil for laying UG cables of various sizes complete all as specified and directed. |
| 30 | Add to item no 29.00 above for each additional 1.5m or part thereof in depth beyond the first 1.5 m complete all as specified and directed. |
| 31 | Complete all as per item No. 32.00 above but in hard / dense soil complete all as specified and directed. |
| 32 | Returning, filling in including spreading, leveling, watering and well ramming in layers n. exc25 cm in any type of soil complete all as specified and directed. |
| 33 | Removing surplus excavated materials to a distance n. exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point complete all as specified and directed. |
| 34 | Supplying and laying unreinforced precast concrete cable cover class LV type I flat of size 250x150x40mm for protection of cable in trench to be laid width wise complete all as specified and directed. |
| 35 | Supply and spread clean dry river sand in trenches ,ducts including leveling, punning for cushioning of cables complete all as specified and directed. Note : Punned thickness of sand cushioning shall be measured |
| 36 | S&F in replacement of GI pipe light grade 50mm dia for laying of protection of UG cable complete all as specified and directed.. |
| 37 | S&F in replacement of GI pipe medium grade 100mm dia for laying of protection of UG cable complete all as specified and directed.. |
| 38 | M&L for boring of holes under road, pavement, hard standing by trenchless techonology using ultra sound technique and necessary machine including supply and laying of GI pipe of 100/50 mm dia light grade complete all as specified and directed. |
| 39 | M&L for Cutting of existing road/PCC/RCC/hard standing for laying of pipe including making good the disturbed surface to match with the adjoining surface with PCC 1:3:6 C2 complete all as specified and directed. |
| 40 | Supply and erection in replacement of steel tubular swaged poles 9 mtr long type 410SP-31, made out of MS with base plate single arm swan neck bracket (1.5 mtr long) confirming to IS- 2713-1980 duly painting with two coat of silver white aluminium paint over a coat of black bituminus primer throughout internally and externally and marking pole number, size of number shall be as approved by EIC including taking down old rusted pole any size complete all as specified and directed. |
| 41 | Supply and erection in replacement of steel tubular swaged poles 9 mtr long type 410SP-31, made out of MS with base plate double arm swan neck bracket (1.5 mtr long) confirming to IS- 2713-1980 duly painting with two coat of silver white aluminium paint over a coat of black bituminus primer throughout internally and externally and marking pole numbe, size of number shall be as approved by EIC including taking down old rusted pole any size complete all as specified and directed. |
| 42 | Supply, Fixing & testing LED Street light fitting, 120 watt with lumen efficiency > 130 lm/watt, comprising of corrosion free high pressure die cast aluminium housing with smooth finish poer coated and heat sink extrunded aluminium diffuser and polycarbonate optics/lense with toughened glass in as separate driver Input voltage: 140-270 Volt AC, frequency 50 hz, Operating temp range - 5°C to 50°C internal surge protection of 5 KV, Driver efficiency > 85% THD < 10%, P .F. >0.95. IP-66,IK-08, CRI > 85 under voltage and over voltage protection, suitable to fit in up to 65mm dia pipe, life time of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM 79 & LM80 report, CCT 3000°K 4000 /5700/6500 deg . Maximum power consumption should not more than the specified rating with Minimum 5 year OEM warranty . |
| 43 | Supply. fixing and testing tamper proof,weather proof,shock proof,dust and vermin proof street light pole SMC/FRP junction box (KIOSK) with IP-66 protection of size 300x200x105 mm duly fitted with copper terminal connector 100A 4 pole and MCB SP 6 Amps, 'c' curvE 01 No suitable for in and out connection of 4 core cable fixed on pole with GI clamps 02 Nos, GI nuts,bolts and washers complete all as specified and directed.. |
| 44 | S&F in replacement of Copper cable 2.5 Sqm 3 core PVC sheathed multi core including copper thimles for connection of street light inserting from top in side the pole and connecting in junction box complete including making Hole in Pole as per Site, complete all as specified and directed. |
| 45 | Material and Labour for earthing complete with Galvanised steel earth plate electrode 600mmx600mmx6 mm thick buried directly in ground, (earth pit not less that 2.5 mtr deep below ground level) with top edge of the plate not less than 1.5 meter below the ground level. connected to galvanised iron strip 32x6mm as earthing lead by means of bolts, nuts check nuts and washers of galvanised steel all as shown in electrical plate No 3.Earth plate surrounded 15cm thick layers of common salt and charcoal dust starting from ground below 15 cm of earth plate and up to 15cm above the same. Strip laid in 50mm dia light grade GI Pipe as protection from top of the plate upto test point (cost of protection pipe up to 7.5 meters from earth electrode will be included in the rates quoted by the contractor) including exacavation of earth work with following:- (a) Earthing lead GI strip of size 32 mm x 6mm with GI pipe 40mm \\"Light grade\\" upto panel.(b) Watering pipe GI light grade 20 mm dia from top of the earth electrode up to MS funnel with mire mesh embedded in floor of PCC earth pit. (GI Funnel should properly tightened on GI watering pipe and embedded in PCC floor of earth pit with open top suitable for watering of earth pits)(c) PCC earth pit 30x30x30cm constructed in PCC 1:2:4 type B1 exposed surfaces smoothly finished with 15mm thick cement mortar 1:6 plaster including RCC ppit cover 25mm thick with 2 Nos MS handles of 12mm dia suitable for carrying of pit cover(d) Angle iron frame made of 40x40x4mm angle iron for 30x30 mm PCC pit for holding the pit cover. |
| 46 | M&L for earthing complete with MS galvanized plate of size 60 cm x 60 cm x 6 mm thick burried in ground vertically to a depth not less than 2.5 meters below ground level with top edge of the earth plate at a depth not less than 1.5 meter below the ground level, earth plate surrounded 15cm thick layers of common salt and charcoal dust starting from ground below 15 cm of earth plate and up to 15 cm above the same. copper plate connected with 4 dia mm GI wire by means of nuts, bolts and washers. GI wire shall be laid in 40 mm dia light grade GI pipe as protection from top of the plate up to test point (cost of protection pipe up to 7.5 meters from earth electrode will be included in the rates quoted by the contractor) with following complete all as specified and shown in electrical plate No 3 of SSR Part-I & testing on completion :-(a) 4 dia mm GI wire with GI pipe 15mm \\"Light grade\\" upto junction box.(b) Watering pipe GI light grade 20mm dia from top of the earth electrode up to MS funnel with wire mesh embeded in floor of PCC earth pit. (GI Funnel should properly tightned on GI watering pipe and embeded in PCC floor of earth pit with open top suitable for watering of earth pits)(c) Excavation & earthwork in any type of soil PCC earth pit 30x30x30cm constructed in PCC 1:2:4 type B1 exposed surfaces smoothly finished with 15mm thick cement mortar 1:6 plaster including RCC pit cover 50mm thick 1:2:4 type B1 reinforced with 8mm dia mild steel TMT bar 75mm centre to centre with 2 Nos MS handles of 12mm dia mild steel TMT bars suitable for carrying of pit cover. Please Enable Macros to View BoQ information |
| 47 | M&L for earthing complete with MS galvanized plate of size 60 cm x 60 cm x 6 mm thick burried in ground vertically to a depth not less than 2.5 meters below ground level with top edge of the earth plate at a depth not less than 1.5 meter below the ground level, earth plate surrounded 15cm thick layers of common salt and charcoal dust starting from ground below 15 cm of earth plate and up to 15 cm above the same. copper plate connected with 4 dia mm GI wire by means of nuts, bolts and washers. GI wire shall be laid in 40 mm dia light grade GI pipe as protection from top of the plate up to test point (cost of protection pipe up to 7.5 meters from earth electrode will be included in the rates quoted by the contractor) with following complete all as specified and shown in electrical plate No 3 of SSR Part-I & testing on completion :-(a) 4 dia mm GI wire with GI pipe 15mm \\"Light grade\\" upto junction box.(b) Watering pipe GI light grade 20mm dia from top of the earth electrode up to MS funnel with wire mesh embeded in floor of PCC earth pit. (GI Funnel should properly tightned on GI watering pipe and embeded in PCC floor of earth pit with open top suitable for watering of earth pits)(c) Excavation & earthwork in any type of soil PCC earth pit 30x30x30cm constructed in PCC 1:2:4 type B1 exposed surfaces smoothly finished with 15mm thick cement mortar 1:6 plaster including RCC pit cover 50mm thick 1:2:4 type B1 reinforced with 8mm dia mild steel TMT bar 75mm centre to centre with 2 Nos MS handles of 12mm dia mild steel TMT bars suitable for carrying of pit cover. Please Enable Macros to View BoQ information |
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