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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-AOC | ₹3.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.3 CrSame as L1Rejected-Finance | ₹3.3 CrSame as L1 | L2 | Rejected-Finance L2 |
| 3 | L2₹3.3 CrSame as L1Rejected-Finance | ₹3.3 CrSame as L1 | L2 | Rejected-Finance L2 |
| 4 | L2₹3.3 CrSame as L1Rejected-Finance | ₹3.3 CrSame as L1 | L2 | Rejected-Finance L2 |
| 5 | L2₹3.3 CrSame as L1Rejected-Finance | ₹3.3 CrSame as L1 | L2 | Rejected-Finance L2 |
Tender Value
₹3.9 Cr
EMD Value
₹11.8 L
Closing Date
28 Feb 2026, 3:00 pmClosed
CE
Ghaziabad Nagar Nigam
Road improvement work from Sikandarpur Police Chowki to Beti Bachao Beti Padhao Chowk in Mohan Nagar Zone.
2026_DOLBU_1113580_56
107/Nirman/2025-26 Date 16.01.2026
Open Tender
Civil Works
Percentage
Ghaziabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹23,161
₹11.8 L
25 May 2026
9 Feb 2026
28 Feb 2026
9 Feb 2026
28 Feb 2026
9 Feb 2026
Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in- charge within a distance of 60 meter (200 2022/17. feet).PWD SOR 2022 17.2.2
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 metre lead as per direction |of Engineer-in-Charge.DSR 2023 16.83
Deduct interlocking tiles etc
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including fling watering and ramming of excavated earth into the trenches or into the space between the building |and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the |foundation trenches. (Where machine can not |reach/move).PWD SOR 2022 4.1.1
Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2020 /231( a).
S/L of stone ballast 22.4 to 53 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR
S/S Stone ballast 40 to 62 mm gauge stone ballast stscv.ine for measurment etc all complete as per-the direction of engineer in charge. (AS PER pwor SOR 2020 RMR.)
Supply of screening material with stacking for measurment etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR
Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper 12 grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading |2/3 as per Technical Specification Clause 405. AS PER PWD sOR 2022 20.2.1
S/L Tack coat of bitumen @ 0.30 kg/m2 including heating the VG 10 bitumen spraying the bitumen with mechanically operated sparay unit fitted on bitumen boiler & cleaning and prepairing the existing road surface etc all completed as per the direction of engineer - in - charge. (AS PER RMR)
Providing and laying dense graded bituminous macdam with HMP producing an average output of 75 tonnes per hour using crushed aggregates fronm approved quarry of specified grading, premixed with bituminous binder (VG-30) @4.5 per cent by weight of total mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver |finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,T&P,taxes, labour cess etc. complete.
Providing and laying bituminous concrete with HMP crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer-incgarge including all labour,T&P,taxes , labour cess etc. complete.
Road marking with hot applied thermoplastic compound with reflectorising glass bends on bituminous surface etc all comp.
Reflective raised pavement marker (cat eye & road stud )
Solar Power road marker (Solar Studs) The solar studs shall be made of Aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13,635 kg tested in accordance with ASTM D4280. Its colour may be white , red , yellow , green or blue or combination as directed by the Engineer Its water resistance shall meet the requirements of IP 65 in accordance with IS:12063:1987 category 2 for protection against water ingress.The dimensions of solar studs shall not be less than 100 mm X 100 mm X 10 mm . It shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz . Its should be able to give the prescribed performance in the temperrature range of - 400C to +550C. Its life shall be not less than 3 Years. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-inCharge.
Road Delinator Delineator: Supply & Fixing of M S Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be conceated so that there should not be any exposed surface without powder coating. Alternatively, these metal guide poles can be concealed with thermoplastic body. The posts shall have Ian ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel Guide Poles shall conform to Type Xl sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtainl clear visibility of the road alignment during night time. The Retro reflective sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory / Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.
Supply & laying 80 mm thick Precase cement concrete ishape interlocking paver block (Grey color) with top layer of minimum 8 mm thickness having plan dimension |200X(160+120mm) of O.P cement smoothing gloss |finish,skid resistant manufacturered from rubber moulds M 30 GRADE AS PER SOR 2022. Total area of tiles 50% grey tiles
30% of red tiles
20% for yellow tiles
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408.
Scraping old painted surface including disposal of all scraped material to a distance of 30 meters (100 ft.) as directed by Enginerin-charge. (by machnical)
Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm (Asian or Berger Brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats.
Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing.
First class Brick Work in (1:4) cement & four coarse sand |2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer - in -charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.0S ITEM NO 305 (a)
12 mm thick plaster with cement and coarse sand of1.25 |fineness modules in (1:4) over brick work minimunm thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.11 NEW ITEM)
60 cm equilateral triangle with diffinitation plate(20X60cm) Cautionary Sign for pedestrian crossing at each 41 Nos. Junction Total 20 nos.
60cm circular with diffinitation plate(20X60cm) for Speed Limit information mandatory sign for Speed Limit
80cmX60cm rectangular with diffinitation plate(20X60cm) Informatory signboard for Speed Camera ahead
a) 3 Arm Junction 8 Nos Total 8Nos
Providing and fixing of M.S. flat iron tree guard 60 cm dia and 2 m height, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/PWD/any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 8.14.1 Red sand stone - exposed face fine dressed with rough backing
M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work.
Painting on Iron work including its sand papering, rubbing and cleaning as required for proper completion of work.
P/F Statue of Beti padao Beti bachao new statue u murti FRP material 10 feet x 4 feet
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishingand making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding ixingaccessories such as nuts, bolts, fasteners etc.)
PVC Pipe 150 mm etc
S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand |of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer -in -charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 273 }
R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending,but including its fixing and binding wire including necessary cantering and shuttering etc .and 17 supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .)
Steel reinforcement for R.C.C work including straightening ,cutting ,bending, placing in position and binding all complete upto plinth level mild steel and medium tensile steel bars DSR 2023 ITEM N.5.22,1
Supply & fixing of 3.5mtr LED Decorative pole made of Mild Steel square pipe thickness 4mm duly laser cut illuminated design fitted 45watt x 4Nos LED Light on Top and bottom inner light 80 watt, Height 15 Meter pipe dia 300x300mm. base plate 300x300x10mm with foundation bolts 201600 4 Nos.
Supply and Laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750mm below ground level over a cusion of 75mm. sand all around and protected with burnt bricks on side and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-incharge, complete in all respect. (16 sq. mm 4 core)
Supply and burying earth electrode for lighting conductor of 600mm x600mm G.I plate vertically for carthing with its top at least 3 meters below ground level complete with 20mm dia G.1 pipe for watering funnel, housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc complete in all respect.
Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, IIRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of ΤΡΝ, complete in all respect. (40 A SPN)
Supply and wiring of submain with two number 4sq.mmFRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy guage rigid steel conduit on surface, with one number 14 SWG copper earth continuity wire, complete in all respect
Supply and fixing and concealing of 40 mm dia (2.0 mm) thick PVC conduit pipe for drawing wires duly sealed at joints with original resin/adhesive to make the complete piping rigid
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